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ITEM 3.13_1 TPC3601 Thurston Avenue N, Suite 100 Anoka, MN 55303 Phone: 763.231 .5840 Facsimile: 763.427.0520 TPC@PlanningCo.com PLANNING REPORT TO: Otsego Planning Commission FROM: D. Daniel Licht, AICP RE: Otsego — WFE; Guardian Angels Riverview Landing REPORT DATE: 16 March 2017 ACTION DATE: 22 April 2017 TPC FILE: 101.02 BACKGROUND Guardian Angels has submitted plans for development of a 140 dwelling unit senior housing facility on Lot 1, Block 1 and Outlot A, Otsego Waterfront East 3rd Addition. The subject site is located north of 90th Street and east of Quantrelle Avenue, east of TH 101. The subject site is zoned PUD, Planned Unit Development District in accordance with the ordinance approved by the City Council on 10 November 2003. The proposed development was previously reviewed as a concept plan by the Planning Commission at a public hearing held on 17 October 2016 and by the City Council at their meeting on 24 October 2016. The proposed development requires application for approval of a PUD Development Stage Plan, final plat, and vacation of existing drainage and utility easements. A public hearing to consider the current applications has been noticed for the Planning Commission meeting on 20 March 2017 at 7:OOPM. Exhibits: A. Site Location B. Architectural Site and Building Plan Review dated 02-21-2017 (6 sheets) C. Guardian Angels Riverview Landing plans dated 02/20/2017 (12 sheets) D. Final Plat ANALYSIS Comprehensive Plan. The Comprehensive Plan guides the subject site for commercial uses as part of the City's primary commercial area surrounding the TH 101 and CSAH 39 interchange. Development of senior housing within the Twin Cities Metropolitan Area has been expanding since the Great Recession and communities have made allowances for such uses either within or directly adjacent to commercial areas. The more compact living space required by independent seniors and more institutional character of assisted or memory care services is generally compatible with the activity level within commercial areas. This activity level is attractive for senior housing for homebound residents to enjoy the views from their homes. Independent residents provide in-place market support for nearby businesses, such as restaurants, retail stores, and offices. The 2012 Comprehensive Plan identifies a need to expand housing choice within Otsego specifically to include options for seniors, which the City Council also identified as a high priority economic development goal as well. The subject site is adjacent to a developed City park that will provide a great amenity to the proposed development and increase use of the City facility. The Planning Commission and City Council indicated support for development of the proposed senior housing use of the subject site as being consistent with the goals and policies of the Comprehensive Plan in review of the concept plan. Zoning. The subject site is zoned PUD District. The PUD District allows those uses as provided for within the B-3, General Business District, which includes retail sales, services, and office uses. In addition to the uses of the B-3 District specified in the initial rezoning of the subject site, any use allowed within any zoning district in the City may be developed within a PUD District subject to approval of a PUD Development Stage Plan. This includes the mixing of both commercial and residential uses such as senior housing. Senior housing is an allowed use within the R-7, High Density Residential District and, therefore, may be allowed to develop on the subject site upon approval of a PUD Development Stage Plan. In addition to the individual dwelling units, the proposed facility includes indoor parking, food services and common dining facilities, a theater, lounge, screened porches for individual units and common spaces, outdoor seating areas for residents generally and a memory care courtyard, and administration spaces. Surrounding Land Uses. The table below summarizes the existing and planned land uses adjacent to the subject site. As noted above, senior housing facilities have been found to be appropriate land uses in high activity areas compatible with and beneficial to surrounding commercial uses. Direction Land Use Plan Zoning Map Existing Use North -- -- TH 101/Mississippi River East Park PUD District City park South Commercial PUD District Multiple tenant retail/service/office West Commercial PUD District Medical office Undeveloped 2 Lot Requirements. Senior housing developed under R-7 District requirements must provide a minimum lot area of 40,000 square feet and minimum lot area per dwelling unit of 1,000 square feet per unit. Lot 1, Block 1 is 5.757 acres or 250,793 square feet in area. The 1,000 square foot per dwelling unit requirement is only applied to independent or assisted living dwelling units with memory care not subject to a lot area standard. The area of the subject site exceeds the minimum lot area requirement and there is 2,023 square feet of lot area per independent or assisted living dwelling unit available exceeding the requirements for senior housing. Setbacks. The PUD District for Otsego Waterfront East requires a 30 foot setback from Quantrelle Avenue and 10 foot setback from side or rear lot lines unless reduced setbacks are approved as part of a PUD Development Stage Plan. The site plan for the proposed principal building exceeds the minimum setback requirements of the PUD District. Building Height. There is no maximum building height established for the PUD District. Principal buildings within the B-3 District are limited to three stories. The proposed principal building is to be a four story structure with indoor parking, common areas, and residential suites on the first floor, and independent, assisted and memory care living suites on the upper three floors. The height of the building is 42 feet from the base to the midpoint of the pitched roof as defined by the Zoning Ordinance. The height of the proposed building is appropriate for the subject site given the commercial character of surrounding uses and the park to the east, creating separation from other uses, minimizing impervious surface, and maximizing construction efficiency. Building Materials. Section 20-17-4.G.2 of the Zoning Ordinance establishes exterior material requirements for multiple family uses that would be applicable to the proposed development. The exterior finish of the proposed principal building will be required to have a minimum of 50 percent of the combined area of all elevations of a principal building shall have an exterior finish of brick, brick CMU, stucco and/or natural or artificial stone and except for brick, brick CMU, stucco, natural or artificial stone, rock face block, or cement or wood fiber board, no single elevation shall have more than 25 percent of one type of exterior finish. Building plans for each elevation have been submitted indicating use of face brick, manufactured stone, and lap siding. The elevation plans must be revised to identify the percentage of materials used on each elevation demonstrating compliance with the Zoning Ordinance requirements. Floor Area Per Unit. Section 20-17-6.0 of the Zoning Ordinance establishes minimum floor area per unit requirements for senior housing of 440 square feet for efficiency units and 560 square feet for one bedroom (or larger) units. The minimum floor area requirement is typically only applied to independent or assisted living dwelling units. The memory care suites are to be 320 square feet in area. For independent and assisted living units, the floor areas range from 473 square feet for efficiency unit up to 1,197 square feet for a two bedroom suite. All of the assisted or independent living suites exceed the minimum floor area requirements established by the Zoning Ordinance. 3 Landscaping. Section 20-19-2.B requires installation of landscaping within subject site as part of a PUD Development Stage Plan. The submitted landscape plan generally covers the interior of the site and building foundation. Bouldevard trees planted 40 feet on center will be required to be installed along Quantrelle Avenue abutting Lot 1, Block 1, Outlot B and Outlot C. The landscaping plan will also need to be revised to provide for plantings, turf, and irrigation of the portion of Outlot A, Waterfront East abutting the subject site consistent with the City's landscape plan for the park property. The plantings shown on the landscape plan are appropriate for the subject site and comply with the size requirements established by Section 20-19-2. Access. The site plan proposes two accesses to Quantrelle Avenue, the south access aligned with the use to the west and one from the cul-de-sac. The site plan submitted with the PUD Development Stage Plan will need to include turning radii for service and emergency vehicles. The trail extending around the north, east and south sides of the building is to be constructed to provide for emergency vehicle access, which is subject to review and approval of the City Engineer and Elk River Fire Department. Concrete sidewalks should be extended along one side of the south driveway out to Quantrelle Avenue and along the north side of the north driveway to Quantrelle Avenue to provide pedestrian access adjacent to the driveways. The south lot line of the subject site abuts the developed multiple tenant commercial use to the south. The original plan for Otsego Waterfront East is that access to the subject site would be shared with the abutting property via the driveway to Quantrelle Avenue that has been partially constructed. The site plan provides for completion of this access and drive aisle to a full 24 foot with, although there will be no access to the subject site from this driveway. The site plan provides for a sidewalk along the north side of the drive aisle that must be extended out to intersect Quantrelle Avenue. Off -Street Parking. Section 20-21-9.E of the Zoning Ordinance requires senior housing uses to provide one off-street parking stall per two dwelling units with proof -of -parking for one parking stall per dwelling unit. The Institute of Transportation Engineer's 3rd Edition Parking Generation Manual outlines the following off-street parking recommendations for senior housing uses: Type ZO/ITE Land Use Category Recommended Parking Ratio Stalls/Unit Riverview Landing DU Parking Stalls Zoning Ordinance Senior Housing 1.00 140 140 ITE Recommendations Independent 252 0.50 124 62 Assisted Living 254 0.36 - - - - Memory Care 254 0.36 16 6 TOTAL 68 N The site plan and building plans provide 160 parking stalls, including 45 indoor parking stalls on the first floor of the principal building. The dimensions and construction of the off-street parking area and stalls comply with the requirements of Section 20-21-4.1-1 of the Zoning Ordinance. Exterior lighting. The submitted plans do not include details regarding exterior lighting. The developer must submit a photometric lighting plan indicating the location of all exterior light fixtures and illustrating the intensity of the lighting upon the site. All exterior lighting must comply with Section 20-16-6 of the Zoning Ordinance. Signs. The concept plan does not identify any freestanding or wall signs for the proposed use. Any signs that are to be located upon the subject site must be identified as part of the PUD Development Stage Plan and be consistent with the allowances for the Otsego Waterfront East PUD District. Park Dedication. Park dedication requirements for a commercial use of the subject site were satisfied by dedication of Outlot A, Otsego Waterfront East to the City, which has been developed as a community park and regional stormwater basin. The developer will be required to provide pedestrian access to Outlot A along the south lot line of the subject site and from the north terminus of Quantrelle Avenue to the north portion of Outlot A as part of the PUD Development Stage Plan. The developer and City staff, including the Parks and Recreation Director are discussing opportunities for enhancements to the City park that may be undertaken in partnership, including a pedestrian crossing of the stormwater basin and improved amenities on the river -side of the park. Utilities. Sanitary sewer and water utilities are available to the subject site and were constructed through the site to serve developed properties to the south. The developer will be required to pay utility availability charges at the time of final plat approval for the portion of the subject site platted as a lot and utility connection charges at the time of issuance of a building permit. The number of Residential Equivalent Connection charges for senior housing facilities are calculated in accordance with the Metropolitan Council Environmental Services schedule as one REC per three residents with the number of residents determined as shown in the table below. Unit Type Resident/Unit Efficiency 1.0 1 Bedroom 1.5 2 Bedroom 2.0 Grading. The developer has submitted a grading plan with the PUD Development Stage Plan application. Portions of the subject site are within the 100 -year floodplain of the Mississippi River and fill will be required to elevate the principal building. The grading plan includes construction of two infiltration basins at the east property line that encroach onto Outlot A, Waterfront East owned by the City. The trail within Outlot A will be reconstructed to go around the west side of the basins. The developer will be required to install stormwater structures acceptable to the City Engineer to convey stormwater under the trail section. A private maintenance easement and agreement will be required for the stormwater basins on City property. All grading, drainage, and erosion control issues are subject to review and approval of the City Engineer. Easements. The subject site will be replatted to provide for lots and outlots based on the site plan for the proposed development. There are existing utility connection points that were constructed with the initial development of Waterfront East that may be removed to accommodate the location of the proposed principal building. Removal of these utility sections will include vacation of the overlying drainage and utility easements. Replatting Lot 1, Block 1 Waterfront East 3rd Addition will also include vacation of existing drainage and utility easements within that lot. The final plat provides for dedication of drainage and utility easements as required by Section 21-7-15 of the Subdivision Ordinance at the perimeter of the lots. This includes easements at the perimeter of each lot, over public utilities or public storm water basins, or any wetlands within the subject site. The dedication of the drainage and utility easements with the final plan mean that the existing easements proposed to be vacated no longer serve a public purpose. All drainage and utility easements are subject to review and approval of the City Engineer. Outlots. The concept plan identifies three outlots. Outlot A is provided for potential future development of additional senior housing uses to the north of the 140 unit multiple family building. The uses for the two outlots to the west of the proposed principal building are not identified and would be governed by the PUD District for Otsego Waterfront East. Development of each of the outlots will require future application for approval of a PUD Development Stage Plan. RECOMMENDATION The proposed concept plan provides for development of a senior housing facility and future senior housing campus meeting the housing needs and economic development goals of the City. Guardian Angels Riverview Landing will be a signature development within Otsego compatible with and complementing the existing and planned uses within Otsego Waterfront East and the City's community park. City staff recommends approval of the PUD Development Stage Plan and final plat for the proposed development as outlined in the motion below. POSSIBLE ACTIONS A. Motion to approve a PUD Development Stage Plan, final plat and vacation of drainage and utility easements for Guardian Angels Riverview Landing, subject to the following stipulations: 0 1. The exterior materials for the proposed principal building shall comply with Section 20-17-4.G.2 of the Zoning Ordinance. The landscape plan shall be revised to provide for boulevard trees along Quantrelle Avenue abutting Lot 1, Block 1, Outlot B and Outlot C; and provide for installation of plantings, turf, and irrigation within Outlot A consistent with the City's landscape plan, subject to review and approval of City staff. 3. The site plan shall be revised to include turning radii for service and emergency vehicles and site access, subject to review and approval of City staff and Elk River Fire Department. 4. Concrete sidewalks five feet in width shall be extended along one side of all driveways accessing Quantrelle Avenue, subject to review and approval of City staff. 5. The driveway and sidewalk along the south lot line shall be overlaid by easement allowing ingress/egress and pedestrian access for the abutting lot to the south and the public. 6. The developer shall submit a photometric lighting plan detailing the type, location, height, and intensity of all exterior lighting subject to compliance with Section 20-16-6 of the Zoning Ordinance. 7. The developer shall pay utility availability charges at the time of final plat approval and utility connection charges at the time a building permit is issued in accordance with Chapter 6, Section 1 of the City Code; all utility issues are subject to review and approval of the City Engineer. 8. All grading, drainage and erosion control issues are subject to review and approval of the City Engineer. 9. All easements are subject to review and approval of the City Engineer. 10. Future development of any outlots platted with the preliminary plat and PUD Development Stage Plan shall be subject to the provisions of the Otsego Waterfront East PUD District and require separate application for PUD Development Stage Plan approval. B. Motion to deny the application based on a finding that the request is not consistent with the 2012 Comprehensive Plan and Otsego Waterfront East PUD District. C. Motion to table. 7 C. Adam Flaherty, Interim City Administrator Tami Loff, City Clerk Andy MacArthur, City Attorney Ron Wagner, City Engineer Ross Demant, Parks and Recreation Director Dan Dixon, Guardian Angels Marty Campion, Campion Engineering Services, Inc. Overview rr Legend Roads — CSAHCL — CTYCL — MUNICL — PRIVATECL — TWPCL Highways Interstate — State Hwy US Hwy City/Township Limits ❑ c t U Parcels WARM2 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING, THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 OTSEGO MN DDII IC/,T LOCATION PROJECT DIRECTORY GUARDIAN ANGELS SENIOR SERVICES DAN DIXON 508 FREEPORT STREET ELK RIVER, MN 55330 PH. 763.241.4439 EMAIL: DANDIXONOGA—ER.ORG ENGINEER: CAMPION ENGINEERING SERVICES, INC. MARTY CAMPION 1800 PIONEER CREEK CENTER MAPLE PLAIN, MN 55364 PH. 763.479.5172 EMAIL: MCAMPIONOCAMPIONENG.COM ARCHITECT POPE ARCHITECTS BRYAN SCHLEIF 1295 BANDANA BLVD N, SUITE 200 ST. PAUL. MN 55108 PHONE (651) 789-1611 EMAIL BSCHLEIFOPOPEARCH.COM SURVEYOR: PELUNEN LAND SURVEYING, INC JEFF RAUSCH P.O. BOX 35 PH 320.587.4789 EMAIL JRAUSCHOHUfCH1ELNEf OWNERS REPRESENTATIVE: ROCK SOLID COMPANIES RON TOUCHETTE 7078 EAST FISH LAKE ROAD MAPLE GROVE, MN 55311. PH. 612.435.7777 EMAIL - LEGEND RONOROCKSOIJDSCOS.COM LEGEND —e6a Denotes existing contour line .�•- Denotes chain link fence Denotes drainage & utility easement Denotes B-6 curb & gutter _S_S_ Denotes Sanitary Sewer i- Denotes Watennain Denotes Storm Sewer EE Denotes underground electric Denotes underground gas Denotes underground communications —OHP- Denotes overhead power line NOTE: BOUNDARY AND TOPOGRAPHIC INFORMATION PER SURVEY PREPARED BY PELLINEN LAND SURVEYING, INC, DATED APRIL 26, 2016 GOVERNING SPECIFICATIONS: 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" LATEST EDITION & SUPPLEMENTS. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS. (LATEST EDITION) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 4. CITY OF OTSEGO STANDARD SPECIFICATIONS & DETAILS. INDEX SHEET NO. DESCRIPTION COVER SHEET C2 EXISTING CONDITIONS C3 REMOVAL PLAN C4 CIVIL SITE PLAN C5 SANITARY SEWER & WATERMAIN PLAN C6 STORM SEWER PLAN GRADING PLAN STORM WATER POLLUTION PREVENTION PLAN C9 1 DETAILS DETALS C11 I DETAILS C12 INOTES 9 • Civil Engineering •Land Planning CAMPION 1800 Pioneox er Creek Center. 249 ENGINEERING M pleBPlo n. MN 55359 Phone: 763-479-5172 S E R VI C E S, IN C. Fax, 763-479-4242 E -Mail: mcompionOcomploneng.com Denotes tree „ GCI{1t.€)it10 RIVERVIEW LANDING i e I Ai 9 els GUARDIAN ANGELS SENIOR SERVICES OTSEGO, MN PP 0 Denotes power pole MH O Denotes Manhole CB O Denotes Catch Basin PROPERTY AREA: HYD 0 Denotes Hydrant PARCEL 1 = 10.34 Acres ® Denotes gate valve 450,500 Square Feet FES Denotes flared end section PARCEL 2 = 3.95 Acres 172,128 Square Feet .° Denotes Denotes spot elevation NOTE: BOUNDARY AND TOPOGRAPHIC INFORMATION PER SURVEY PREPARED BY PELLINEN LAND SURVEYING, INC, DATED APRIL 26, 2016 GOVERNING SPECIFICATIONS: 1. THE MINNESOTA DEPARTMENT OF TRANSPORTATION "STANDARD SPECIFICATIONS FOR CONSTRUCTION" LATEST EDITION & SUPPLEMENTS. 2. CITY ENGINEERS ASSOCIATION OF MINNESOTA (CEAM) STANDARD UTILITIES SPECIFICATIONS. (LATEST EDITION) 3. ALL APPLICABLE FEDERAL, STATE AND LOCAL LAWS AND ORDINANCE WILL BE COMPLIED WITH IN THE CONSTRUCTION OF THIS PROJECT. 4. CITY OF OTSEGO STANDARD SPECIFICATIONS & DETAILS. INDEX SHEET NO. DESCRIPTION COVER SHEET C2 EXISTING CONDITIONS C3 REMOVAL PLAN C4 CIVIL SITE PLAN C5 SANITARY SEWER & WATERMAIN PLAN C6 STORM SEWER PLAN GRADING PLAN STORM WATER POLLUTION PREVENTION PLAN C9 1 DETAILS DETALS C11 I DETAILS C12 INOTES 9 • Civil Engineering •Land Planning CAMPION 1800 Pioneox er Creek Center. 249 ENGINEERING M pleBPlo n. MN 55359 Phone: 763-479-5172 S E R VI C E S, IN C. Fax, 763-479-4242 E -Mail: mcompionOcomploneng.com ';--y —"'Y arm' arae Pwn, epeuuwu� un report has been Prepared by h or under my direct supervision and that I ora a du licensed Professional Engineer under the igys of ,,the State of Minnesota. �� 17 „ GCI{1t.€)it10 RIVERVIEW LANDING i e I Ai 9 els GUARDIAN ANGELS SENIOR SERVICES OTSEGO, MN COVER SHEET rnv��a.i 11- 16-017 SHEET NO. C1 DAT 02/20/2017 REVISIONS Marti P, am ion -Lic. _ 199012/2Date: 663 T i LEGEND WARNING: CALLING- 861 ire —864_ 2 ~`� \ / OTN existing contour line THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALLJ�� EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN zg ��' x*- chain link fence MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. ao i6� r drainage &utility easement �N THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 �` – �6" L Li, s 'V�� / B-6 curb & gutter AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND c::A� O / WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED /� - 66S r—s s- Sanitary Sewer STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. �� \U�� Watermain CALL BEFORE YOU DIG / �. _-s� GOPHER STATE ONE CALL ��' Storm Sewer r� ="<, c 1 �mm °..�. .� `��66q�.`. E underground electric C;, TWIN CITY AREA: 651-454-0002 �w �ti " �- i<< 1 i. TOLL FREE 1-800-252-1166 I u - o - 663 underground gas 8 6 6G2 66 6 6 �c �� underground communication 6jpHP � overhead power line WNN �_� - s ao3° tri n _31 PP power pole _.862an M h , - �-aF . ✓ - k r ii " •n� �o" MHO ole e eo ...•::':e my > �fY, G ..v . g61 �6� 6. _ �� ..� �<� 41. . x.�� -� �81Z « o n u n `:c�� 1 ". –863 �� ca 0 Catch Basin a i fz mm m _ o, mmro a ��r%T> , �• s\ - -. \ �c �.� HYDO Hydrant T - >�'-4"E gate valve flared end section 63 c / ki j // xE ..6. 'ro '� I I ` �/ s o xl\ -- spot elevation 860 o "s ., cp If" Aa xs r ti I Z 6 o� y $5$y0 \� -nn8– ��._ �� /' Z F– F- 59 as pWA mm� 1 o Uoo S „ bb" N / I S x�e> P Al P51 I a xaF s � �y I 881– II A / x i , .n -867 862i– xa. Nom' 962 4° 0 F ab cc : „c t , c o� 66 Ar0 G 3 /o�� – – ...864. s 4V x4 \ Is� v/ .,$65 xPJ1 _ x xb mm e '. � � 11 PARCEL 1 = 10.34 Acres�1 fir, �� , Y. ow- % / ',moi/�' 450,500 Square Feet i �-Q,� i tion �ho< .�� PARCEL 2 3.95 Acres 1z 172,128ro Feet ua NT BOUNDARY AND TOPOGRAPHIC INFORMATION �� j > SURVEYING,INC,ATED APRIL 016 PER SURVEY PREPARED BY PELLINEN LAND INC 26 2 F x �� ITE BENCHMARK: J �tian " ' OTSEGO WATERFRONT ins l� ora S EN MARK: G >p THIRD ass ,'ji j O about 3 0 feett north oforADDITION = i i ' , ° - Quontrelle Avenue. Elevation 856.61 �feet 1988 Datum NGVD 1929 Datum 857.04 feet t NAVD 3 a o.. j c PROPERTY DESCRIPTION: (refer to Alta Survey for Boundary Information) vo --- 108 ent No. 1603251 , Commitment Date June , �� SCHEDULE A, Commitment 60 3 4�� 2016 at 12:01 P.M.) YM-Z��- u 862_ -- t - afit aso PARCEL 1: Outlot A, Otsego Waterfront East 3rd Addition, Wright County, Minnesota. 0 50 100 PARCEL 2: Lot 1, Block 1, Otsego Waterfront East 3rd Addition, Wright GRAPHIC SCALE IN FEET County, Minnesota. • Civil Engineering • Land Planning I hereby certify that this plan, specification PROJECT NO: CAMPION un report has been prepared by that or Guardian RIVERVIEW LANDING EXISTING CONDITIONS 1600 Pioneer Creek Center, under my direct supervision and that /, 16-017 ENGINEERING P.O.MapBox 24in, AIN 55359 1 am a du licensed Professional Engineer IT S ERVIC E S, IN C. Phone: 763-479-5172 undertheLys ofhe State of Minnesota. � t1 � GUARDIAN ANGELS SENIOR SERVICES Fax: 763-479-4242 02/20/2017 DATE: REVISIONS E–Mail: mcompionOcompioneng.com Martin P.am ion –Llc. 19901 Date: OTSEGO, MN SHEET N 0 . C2 Q2�2Q�2Q % WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO TF`E OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CAL TWIN CITY AREA: 651-454-0002&1I TOLL FREE 1-80D-252-1166 i I Iv II II Ir Q Illi e REMOVE & SALVAGE EX. —��, e I �/ 4, LEGEND CD�-86 existing contour line F/�zp �� /I v� ,�� nx chain link fence c` drainage & utility easement B-6 curb & gutter r, Uma o` Sanitary Sewer s �'<<r - So e e o jI Watermaln Storm Sewer o: underground electric Eunderground gas underground communication u6•��' I = '<� �'�� ' _ I,� li �_ ' u`.A- \�< <'z>_ oHP overhead power line w � o O tree \% f PP 0 power pole o 7=c 006"o107.4334 \o MHO Manhole �s I v y `: Cs 0 Catch Basin �'� Hroo Hydrant ate valve FES flared and section A� 4�i / v s 4 9 ` m� epot 818Yat10n % �s I�p'6563'654"E c ' w�y� N33� o, 5636 84y o G > D � w Fj .,8�1-j,� i �/ ✓C Lll REMOVE & SALVAGE EX. HYD Z�ZOZ 3 Sze �L" =9=0§I_� O ° 6 1' e I mi 11 v 01 w REMOVE & REPLACE PER TRAIL/FIRE LANE DETAIL qo vL REMOVE & REPLACE PER w TRAIL/FIRE LANE DETAI 0 NOTES: / i1 1. ALL EROSION CONTROL MEASURES SHALL BE IN PLACE PRIOR TO ANY REMOVAL WORK. 2. THE RELOCATION AND OR PROTECTION OF ALL EXISTING UTILITIES MUST BE COORDINATED BETWEEN AFFECTED PARTIES. NO ADDITIONAL COMPENSATION WILL BE ALLOWED FOR EXTRA TIME AND EFFORT OR PROVISIONS NECESSARY TO WORK AROUND OR UNDER ANY UTILITIES. 3.SAWCUT CONCRETE SIDEWALK AND CURB AND GUTTER AT NEAREST JOINT. 4.SAWCUT BITUMINOUS FULL DEPTH AT REMOVAL LIMITS. PROVIDE STABLE AND VERTICAL SURFACE FOR THE PROPOSED PAVEMENT INTERFACE. 5.PROVIDE CONSTRUCTION BARRIER OR ORANGE FENCING ALONG PAVEMENT SAWCUTS, TO ALERT VEHICLES AND PEDESTRIANS OF THE WORK ZONE. 6.PROVIDE AIR QUALITY CONTROL MEASURES AT THE REQUEST OF THE ENGINEER OR CITY REPRESENTATIVES. TAKE NECESSARY MEASURES TO KEEP DUST LEVEL TO A MINIMUM. PROVIDE SWEEPING OF ADJACENT PAVING AS NEEDED, OR AS DIRECTED BY THE CITY. 7.USE APPROVED INLET PROTECTION AT ALL ACTIVE STORM SEWER INLETS. 8.OBTAIN ALL NECESSARY PERMITS FOR REMOVAL OF EXISTING SITE FEATURES. 9.REMOVE OR RELOCATE ALL EXISTING STRUCTURES AND SITE FEATURES THAT INTERFERE WITH THE PROPOSED CONSTRUCTION. 10. CONTRACTOR SHALL OBTAIN SANITARY SEWER AND WATER DISCONNECT PERMITS IF REQUIRED FROM THE OPERATOR. SANITARY SEWER AND WATER MUST BE DISCONNECTED AND INSPECTED PRIOR TO STARTING SITE WORK IF REQUIRED. VERIFY LOCATION OF WATER AND SANITARY SEWER. LOCATION OF WATER AND SANITARY SEWER ARE BASED ON SURVEY AND CITY RECORD PLAN INFORMATION. TEMPORARY CAP LINES AT PROPOSED CONNECTIONS PER UTILITY PLAN. 11. REMOVE DEMOLITION DEBRIS WITHIN 24 HOURS. BROKERAGE OF SALVAGED MATERIAL IS NOT PERMITTED ON SITE. 12. PROTECT ALL EXISTING SITE FEATURES THAT ARE TO REMAIN IN PLACE DURING CONSTRUCTION. REPLACE ANYTHING DAMAGED WITH NEW CONSTRUCTION. 13. DO NOT IMPEDE EXISTING TRAFFIC CIRCULATION TO ADJACENT BUSINESSES OR STREETS. 14. SUFFICIENT TOPSOIL SHALL BE STOCKPILED TO ALLOW FOR THE REPLACEMENT OF TOPSOIL FOR DISTURBED AREAS TO RE—VEGETATED. 15. ALL CONSTRUCTION AND POST CONSTRUCTION PARKING SHALL BE ON—SITE. AT NO TIME, SHALL PARKING, LOADING, OR UNLOADING BE ALLOWED ON PUBUC STREETS. 16. STORAGE OF MATERIALS AND EQUIPMENT SHALL NOT BE ALLOWED WITHIN THE PUBLIC RIGHT OF WAY OR ON PRIVATE STREETS. 17. HYDRANTS, CASTINGS VALVE BOXES AND STRUCTURES (IF POSSIBLE), SHALL BE SALVAGED AND STORED FOR REUSE. �Q / a 50 100 I GRAPHIC SCALE IN FEET N• Civil Engineering Land Planning I hereby certify that this pian, specification PROJECT NO: C AMPIO N 1800 Pioneer Creek Center, or report has been prepared by mea Guardian RI VERVI EW LANDING REMOVAL PLAN under my direct supervision and that 16-017 ENGINEERING P.O.MapBox 24in, MN 55359 I am a duiy licensed Professional Engineer j� 1 �s Phone: 763-479-5172 under the Iowa of }he State of Minnesota. , �, � nue GUARDIAN ANGELS SENIOR SERVICES SERVICES , INC . Fax: 763-479-4242/'. 02/20/201 DATE: REVISIONS E—M. ll: mcompionOcomploneng.com Martin P. ari Ion —Lic. 19901 Date: " OTSEGO, MN SHEET NO. C3 02/20/2017 THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. ' THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 1 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND - i - WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. ran CALL BEFORE YOU DIG GOPHER STATE 0 t CALL TWIN CITY AREA: 651-454-0802- TOLL FREE 1-800-252-11166"7x-, // �_� � - !26A or INSTALL PED RAMPS o / 1 I I B612 CONCRETE- CURB ONCRETE- CURB AND GUTTER 1 ash (TYP) 1 nn m / I f I I 1 I�MONUMENT SIGN 24. I p' 11j1/ ic`,1 nnn PANT V ..:..... t. nnii �mm mv.t v I U/ SAWtUT PATCH EX. BWMINOUS AS -9 -EC ES5 9(, TO INSTALL CURB & ({LITTER NA v r- I v MATCH EX.CURB, GUTTER & BITUMINOUS I �i�n 11 1 1 C \ 1 `-MONUMENT SIGNmm \ 1 I 1 I 1 1 I / 4" WIDE WHITE PAINT / / STRIPE (TYP), / BITUMINOUS PAVEMENT, TYP -PED RAMPS-\ pE PED RAMP -IF 6' WIDE PROPOSED BUILDING CONCRETE y ADA PARKING SIGN, SIDEWALK, TYP TYP (SEE DETAIL) AMENITIES CWIDE tl \ i4 r c1 H.C. ACCESS Fax: 763-479-4242 ALE (TYP) p 0 6612 CONCRETE v CURB AND GUTTER — —6' WIDE CONCRETE SIDEWALK, TYP 6 HIGH VINYL WHITE FENCE, 2' OFF 1 SIDEWALK I / CONCRETE STOOP CONCRETE STOOP 10' WIDE 6' WIDE BITUMINOUS TRAIL, BITUMINOUS TYP SIDEWALK. TYP :... -.--�- 1 10' WIDE BITUMINOUS 1 TRAL/FIRE LANE II �- 1 _ - 1 1 _ 1� U'B612 r G�CRETE GUTTER fl lrA � PED RAMP \ \ \ \ \ \ \ 6' WIDE \ BTTUMINOUI \ SIDEWALK, JYP\ REMOVE EXISTING TRAIL O & RE -CONSTRUCT PER MATCH EX.CURB, GUTTER & `• — I MINOUS AND LANDING- OPTIONAL COMMUNITY t P.O. Box Plain, MN 55359 Phone: 763-479-5172 AMENITIES C--� tl \ i4 r c1 U'B612 r G�CRETE GUTTER fl lrA � PED RAMP \ \ \ \ \ \ \ 6' WIDE \ BTTUMINOUI \ SIDEWALK, JYP\ REMOVE EXISTING TRAIL O & RE -CONSTRUCT PER TRAL/FlRE LANE DETAIL TRAIL, FOOT BRIDGE;r `• �Qj AND LANDING- OPTIONAL COMMUNITY t P.O. Box Plain, MN 55359 Phone: 763-479-5172 AMENITIES C--� tl \ i4 r c1 -MOVE EXISTING TRAIL & RE -CONSTRUCT PER TRAivnRE LANE DETAIL 10' WIDE BITUMINOUS TRAIL/FIRE LANE j F hf 5 - i e ryo c` P O 0 / 7 C AMPIO N • Civil Engineering • Land Planning 1800 Pioneer Creek Center, ' "e.euy tee,. y une p,un, rryec.m�m,un or or report hoe been prepared by that that `. Guardian ENGINEERING SERVICES, INC. P.O. Box Plain, MN 55359 Phone: 763-479-5172 under my direct supervision and 1 am a duly licensed Professional Engineer under the avis of ,tiro State of Minnesota. e , t tl \ i4 r c1 r� Fax: 763-479-4242 02/20/2017 p xx E -Mail: mcompionOcompioneng.com Martin P.am0ion -Uc. 4 19901 Date: — - ,F P 7 MPNUMENT o� ti 5 S oma" oo�8 000 1. BOUNDARY AND EXISTING CONDITION INFORMATION PER ALTA-NSPS LAND TIRE SURVEY PREPARED BY PELUNEN LAND SURVEYING, INC. AND CITY RECORD PLANS. 2.ALL EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR. 3.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, CONCRETE APRONS AND STOOPS. 4.ALL PARKING LOT STRIPING SHALL BE 4' WIDE LINES, STRIPED USING HIGH VISIBILITY TRAFFIC AND HIGHWAY APPROVED WHITE PAINT. PROVIDE APPROPRIATE STRIPING AND PAVEMENT MARKINGS FOR ALL HANDICAP PARKING AND ACCESS AISLES. 5.GUTTER SHALL BE CONSTRUCTED TO TIP OUT WHERE NOTED ON PLANS. & DIMENSIONS TAKE PRECEDENCE OVER SCALE. ALL DIMENSIONS ARE TO BACK OF CURB, EDGE OF SIDEWALK OR EXTERIOR BUILDING UNLESS OTHERWISE NOTED. 7.UNLESS OTHERWISE INDICATED ON THE PLAN, CONTRACTOR SHALL PROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS, AND EXPANSION JOINTS IN SLAB ON GRADE, SIDEWALKS AND CONCRETE DRIVES. CONTROL JOINT MAXIMUM SPACING: WALKS - 8' O.C., ALL OTHERS - 10' O.C. SAW CUT CONTROL JOINTS MINIMUM ONE-QUARTER CONCRETE THICKNESS. EXPANSION JOINT MAXIMUM SPACING: WALKS - 24' O.C., ALL OTHERS - 40' O.C. DOWEL ALL EXPANSION JOINTS - MAXIMUM 24" O.C. B.PEDESTRIAN RAMPS SHALL BE INSTALLED AT ALL LOCATIONS WHERE SIDEWALK MEETS CURB. 9. WHEN DOING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR SHALL COORDINATE THE REMOVAL LIMITS WITH THE CITY. 10. CONTRACTOR SHALT. BE RESPONSIBLE FOR ENSURING THAT ALL PEDESTRIAN RAMPS MEET ADA AND MNDOT GUIDELINES FOR ACCESSIBILITY. 11. CONTRACTOR SHALL VERIFY CONDUIT REQUIREMENTS FOR POWER AND IRRIGATION. 12: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE FIRE MARSHAL THE LOCATION OF FIRE LANE SIGNAGE AND CURB MARKINGS (IF NEEDED). 13. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL EXISTING UTILITIES THAT INTERFERE WITH NEW WORK AS SHOWN. 14. ALL LANDSCAPE AREAS ARE TO BE IRRIGATED. 15. ALL NEW UTILITIES SHAT BE UNDERGROUND. COORDINATE LOCATIONS WITH UTILITY PROVIDERS. 16. SIDEWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM CROSS SLOPE OF 21L. ANY SIDEWALK EXCEEDING 2/G CROSS SLOPE MUST BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. GENERAL NOTES: 1.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT ALL PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION SHALL BEGIN UNTIL THE CONTRACTOR HAS REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY THE PERMITTING AUTHORITIES. 2.WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCA_ GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATION SET FORTH THERIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHAT TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE SOILS REPORT AND PLANS. —Z1W.—aw 0 50 14D GRAPHIC SCALE IN FEET CIVIL SITE PLAN ( 16-017 OTSEGO, MN SHEET N 0 . C4 7 r� L�EGEND xx chain link fence FES flared end section — drainage & utility easement a°;� spot elevation curb & gutter 2080 existing contours — S S- Sanitary Sewer X900 PROPOSED CONTOURS Wotermaln >—�>— PROPOSED STORM SEWER Storm Sewer E —E underground electric .— PROPOSED SANITARY SEWER underground gas — —'—'— PROPOSED WATERMAN ---------- - --� underground communications PROPOSED CULVERT --------i�r.r---------- overhead power line _p__p-_o-_ PROPOSED SILT FENCE c treePF power pole ® PROPOSED SANITARY SEWER MANHOLE Manhole PROPOSED STORM SEWER MANHOLE . - C Catch Basin PROPOSED STORM SEWER INLET Hydrant PROPOSED WATER GATE VALVE gate valve PROPOSED HYDRANT RIVERVIEW LANDING GUARDIAN ANGELS SENIOR SERVICES oo�8 000 1. BOUNDARY AND EXISTING CONDITION INFORMATION PER ALTA-NSPS LAND TIRE SURVEY PREPARED BY PELUNEN LAND SURVEYING, INC. AND CITY RECORD PLANS. 2.ALL EXISTING CONDITIONS SHALL BE VERIFIED BY THE CONTRACTOR. 3.REFER TO ARCHITECTURAL PLANS FOR BUILDING DIMENSIONS AND LOCATIONS OF EXITS, RAMPS, CONCRETE APRONS AND STOOPS. 4.ALL PARKING LOT STRIPING SHALL BE 4' WIDE LINES, STRIPED USING HIGH VISIBILITY TRAFFIC AND HIGHWAY APPROVED WHITE PAINT. PROVIDE APPROPRIATE STRIPING AND PAVEMENT MARKINGS FOR ALL HANDICAP PARKING AND ACCESS AISLES. 5.GUTTER SHALL BE CONSTRUCTED TO TIP OUT WHERE NOTED ON PLANS. & DIMENSIONS TAKE PRECEDENCE OVER SCALE. ALL DIMENSIONS ARE TO BACK OF CURB, EDGE OF SIDEWALK OR EXTERIOR BUILDING UNLESS OTHERWISE NOTED. 7.UNLESS OTHERWISE INDICATED ON THE PLAN, CONTRACTOR SHALL PROVIDE CONTROL JOINTS, CONSTRUCTION JOINTS, AND EXPANSION JOINTS IN SLAB ON GRADE, SIDEWALKS AND CONCRETE DRIVES. CONTROL JOINT MAXIMUM SPACING: WALKS - 8' O.C., ALL OTHERS - 10' O.C. SAW CUT CONTROL JOINTS MINIMUM ONE-QUARTER CONCRETE THICKNESS. EXPANSION JOINT MAXIMUM SPACING: WALKS - 24' O.C., ALL OTHERS - 40' O.C. DOWEL ALL EXPANSION JOINTS - MAXIMUM 24" O.C. B.PEDESTRIAN RAMPS SHALL BE INSTALLED AT ALL LOCATIONS WHERE SIDEWALK MEETS CURB. 9. WHEN DOING ANY WORK WITHIN THE PUBLIC RIGHT OF WAY, THE CONTRACTOR SHALL COORDINATE THE REMOVAL LIMITS WITH THE CITY. 10. CONTRACTOR SHALT. BE RESPONSIBLE FOR ENSURING THAT ALL PEDESTRIAN RAMPS MEET ADA AND MNDOT GUIDELINES FOR ACCESSIBILITY. 11. CONTRACTOR SHALL VERIFY CONDUIT REQUIREMENTS FOR POWER AND IRRIGATION. 12: CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING WITH THE FIRE MARSHAL THE LOCATION OF FIRE LANE SIGNAGE AND CURB MARKINGS (IF NEEDED). 13. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVAL OF ALL EXISTING UTILITIES THAT INTERFERE WITH NEW WORK AS SHOWN. 14. ALL LANDSCAPE AREAS ARE TO BE IRRIGATED. 15. ALL NEW UTILITIES SHAT BE UNDERGROUND. COORDINATE LOCATIONS WITH UTILITY PROVIDERS. 16. SIDEWALKS SHALL BE CONSTRUCTED WITH A MAXIMUM CROSS SLOPE OF 21L. ANY SIDEWALK EXCEEDING 2/G CROSS SLOPE MUST BE REMOVED AND REPLACED AT CONTRACTOR'S EXPENSE. GENERAL NOTES: 1.PRIOR TO STARTING CONSTRUCTION, THE CONTRACTOR SHALL VERIFY THAT ALL PERMITS AND APPROVALS HAVE BEEN OBTAINED. NO CONSTRUCTION SHALL BEGIN UNTIL THE CONTRACTOR HAS REVIEWED ALL PLANS AND OTHER DOCUMENTS APPROVED BY THE PERMITTING AUTHORITIES. 2.WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE PLANS AND SPECIFICATIONS AND THE REQUIREMENTS AND STANDARDS OF THE LOCA_ GOVERNING AUTHORITY. THE SOILS REPORT AND RECOMMENDATION SET FORTH THERIN ARE A PART OF THE REQUIRED CONSTRUCTION DOCUMENTS AND IN CASE OF CONFLICT SHAT TAKE PRECEDENCE UNLESS SPECIFICALLY NOTED OTHERWISE ON THE PLANS. THE CONTRACTOR SHALL NOTIFY THE ENGINEER OF ANY DISCREPANCY BETWEEN THE SOILS REPORT AND PLANS. —Z1W.—aw 0 50 14D GRAPHIC SCALE IN FEET CIVIL SITE PLAN ( 16-017 OTSEGO, MN SHEET N 0 . C4 7 - U<` NOTES: WARNING \ 1.DLISTING CONDITION INFORMATION PER ALTA-NSPS LAND TIRE THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL \ \, /� ✓v'y )' CSURVEY TTYCORD PRAM$ Y PELLINEN LAND SURVEYING, INC. AND EXISTING UTILITIES THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN LJ `J / 2. THE LOCATION AND ELEVATION OF ALL EXISTING UTILITIES RUCTI SHALL MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. � � ` � �� . � % BE VERIFIED BY THE CONTRACTOR PRIOR TO CONSTRUCTION. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 F_ / �� . �� THE ENGINEER SHALL BE NOTIFIED IMMEDIATELY OF ANY AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND,��-. 3. THE CONTRACTOR SHALL PROTECT ALL EXISTING UTILITIES AND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED �• _on / ,gyp aZI` FACILITIES TO ALLOW PROPER FUNCTIONING DURING AND AFTER STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE %n u / �Z \ \\"�� • CONSTRUCTION. SUPPORTING STRUCTURES, IF REQUIRED, SHALL THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. BE SUPPLIED BY THE CONTRACTOR AS WORK INCIDENTAL TO Nines .i oi CALL BEFORE YOU DIG b�U �c` �8„� THE CONTRACT. GOPHER STATE ONE CALL s y 4THE CONTRACTOR SHALL IMMEDIATELY NOTIFY THE ENGINEER OF ANY CONFLICTS BETEXISTING UTILITIES AND THE PROPOSED TWIN CITY AREA: 651-454-0002 _ - - --- "/ < CONSTRUCTION. THHEEENGNEER WILL COORDINATE WITH UTILITY TOLL FREE 1-800-252-1166 _ - —L / COMPANY IN QUESTION TO DETERMINE THE NEED FOR —s— 1;.- ii - CC sd RELOCATION OF THE EXISTING UTILITY. &EXISTING CONDITIONS SUCH AS SAND IN MANHOLES OR VALVE BOXES SHALL BE IDENTIFIED BY THE CONTRACTOR AND THESE SHALL BE REPORTED TO THE ENGINEER PRIOR TO EXCAVATION -, s A BY THE CONTRACTOR. ONCE CONSTRUCTION HAS BEGUN, ALL ___-- �� yF DAMAGE TO UNDERGROUND UTILITIES WILL BE ASSUMED TO HAVE BEEN CAUSED BY THE CONTRACTOR, AND REPAIRS NECESSARY SHALL BE PERFORMED BY THE CONTRACTOR AT THE �A> %a' CONTRACTOR'S EXPENSE. 1 i MH (CONSTRUCT OVER EXISTING PIPE) a j 7.THE CONTRACTOR SHALL COORDINATE WITH TH AND CALLINES. F T SHALL GOVERN FOR OT o RIM:882.80 /V' z m� SE INV=853.37 SW INV=853.37 -� /� o V JURISDICTION TO OBTAIN PERMITS AND METER FOR WATER ' SOURCE. ALL ASSOCIATED COSTS SHALL BE INCIDENTAL TO THE r ^2” CONTRACTOR, INCLUDING DISPOSAL OF TEST WATER INTO CITYS SANITARY SYSTEM. THE CONTRACTOR SHALL NOT IX. 6' SAN SEWER SERVICE ) n^ i� i / l/ ilk, OPERATE GATE VALVES OR HYDRANTS ON THE CITY WATER o �� SYSTEM WITHOUT FIRST RECEIVING CITY APPROVAL. 8. THE CONTRACTOR SHALL NOTIFY THE CITY ENGINEER AND THE i I i %'� PROJECT ENGINEER 48 HOURS PRIOR TO STARTING WORK OR AS n 4� REQUIRE BY THE CITY. 9.THE CONTRACTOR SHALL KEEP ACCESS ROADS CLEAR OF SOIL o� 100' 6' PVC O 0.65 i� OR OTHER DEBRIS, AND PERFORM DAILY STREET CLEANING AS bio n Z N \ ti REQUIRED. POSITIVE DRAINAGE, CONTROLLED WITH EROSION o I WYEISST�+008 i� / T� p. 4' INSULA ON/ \ / �t O /y CONTROL AND EROSION PREVENTION MEASURES AS REQUIRED LINLE_A6' DIP WATER SERVICE WITHIN 48 HOURSMAFTER INLET CONSTRUCTION. T PROTECTION SHALL BE SPECIFIED ON THE PLANS OR AS A BID ITEM ON THE BID FORM, UTILITY ANY TEMPORARY CULVERTS, DITCHES, FILTER FABRIC, ETC. I �i I UTILITY EASEMENT / ! EASEMENT �� - fl F_ /.� NECESSARY TO ACCOMPLISH THIS SHALL BE PERFORMED AS `n n u i gym- _� 7 \ OPS �' 20' UTILITY EASEMENT / / ��1 m _ / INCIDENTAL TO THE CONTRACT. d L_- 6' DIP WATER SERV14 `' i _ G I I / V �w> Na - �"" / 10. THE CONTRACTOR SHALL PRESERVE AND PROTECT THE maLAND. �m 11. THE SHALT. SCHEDULE THE SOILS ENGINEER TO ON NE 0IX �� FACILITATE CERTIFICATION OF ALL CONTROLLED FILLS IN A TIMELY 6DIP i �i � e, � -s � �`a FASHION. DENSITY TESTS SHALL MEET THE FOLLOWING: _ E HYD &DENSITY TESTS SHALL BE TAKEN ON ALL TRENCHES AT ' GV Z / LOCATIONS AS DETERMINED BY THE ENGINEER OF HIS � l � CONNECT TO IX 12' DIP / a. REPRESENTATIVE.�/ \ ,� �g6 �� B. WITHIN 3 FEET OF PAVEMENT SUBGRADE, CONTRACTOR SHALL / UTILIZE IMPROVED SOILS THAT ARE WITHIN 15 OPTIMUM MOISTURE CONTENT. COMPACTION SHALL MEET 1005 CONNECT TO NG STANDARD PROCTOR. BELOW THE UPPER 3FEET, COMPACTION oma. - - \ i / 12' Dip (WET ) / SHALL BE 955. GRADING TOLERANCE SHALL BE 0.1'. do 8' GV c„'7/ / 12AREAS WHCH FAIL,TO MEET THEE ABOVE STANDARDSnSHALLRE CORRECTED AND RE-TESTED BY THE OWNER'S TESTING AGENT MH-2AT THE 6 GV IM 862 50 A A c 13R'S EXPENSE. .SANITARY SEWEROAND WATERMAIN SHALL BE INSTALLED AT NW INV:86�3 A A �� LOWER WA'@i AT � A AV .� ELEVATIONS SHOWN ON THE PLAN. �0 \\ \ \\\ 14. WHERE WATERMAIN MUST BE LOWERED TO AVOID CONFLICT CROSSING WITH ANOTHER UTILITY, THE COST OF BENDS, FITTINGS, ETC. �- j SHALL BE CONSIDERED INCIDENTAL TO THE CONTRACT. `n n A 6" DIP WATER SERVICE MAINTAIN IM� 18 V A 15. CONTRACTOR SHALL PROVIDE TEMPORARY TRAFFIC CONTROL IN �o� mmm SEPARATION / 0' UTILITY MENTI 75' V PVC O 0.65 �; \ \ COMPLIANCE WITH THE CURRENT MNDOT "TEMPORARY TRAFFIC i �, CONTROL ZONE LAYOUTS FIELD MANUAL" FOR CONSTRUCTION CONNECTTO IX. 12' M INV=85K `� V - i i ADJACENT TO TRAVEL WAYS. WYE STA--3+ BUTTERFLY VAL fJ \ /! /� 16. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFICATION OF 20' UTILITY EAS ENT \ \\ / e� THE DEPTH OF EXISTING UTILITIES LISTED ON THIS PLAN PRIOR TO ORDERING OF ANY FITTINGS, STRUCTURES. CASTINGS, ETC. ENGINEER AND THE OWNER SHALL NOT BE RESPONSIBLE FOR ANY DISCREPANCIES FOUND AS DEPTHS ARE ESTIMATED. 17. CONTACT CITY FOR INSPECTION PRIOR TO CONNECTING TO '? \ \•� \ .K j / yy` �� ROOSTING CITY UTILITIES. 18. CONTRACTOR TO COMPLY WiTH ALL REGULATORY AGENCY PERMIT CONDITIONS FOR PERMITS OBTAINED BY OWNER AND FOR BENDS ti° / PERMITS OBTAINED BY GENERAL CONTRACTOR. 19. ALL WORK PERFORMED AND MATERIALS USED FOR CONSTRUCTION OF UTILITIES MUST CONFORM TO THE CITY OF Q` \ OTSEGO STANDARD SPECIFICATIONS AND DETAILS. 1 ° SD 8'X12 o �c O SANITARY SEWER SHALL BE EITHER 8" OR 6 PVC / 20. ALL SANIT„ i R 35. _ - i ��ry INCRE/45ER 21. WATERMAIN SHALL BE 8", 8" AND 12" DIP CLASS 52. 22. ALL WATERMAIN SHALL BE INSTALLED WITH 7.5' COVER MINIMUM. 23.VERIFY LOCATION OF FIRE DEPARTMENT CONNECTION (FDC) LEGEND WITH MECHANICAL ENGINEER. 10.0' 24. INSTALL SERVICES TO WITHIN 5' OF THE BUILDING. VERIFY chain link fence TEs flared end section LOCATION WITH MECHANICAL ENGINEER. drainage do utility easement o spot elevation -"�1_ • 45' BEND curb & gutter 2080 - _ existing contours 1 (2) 45' BENDS ) , ` Q / s s- Sanitary S 20' UTILITY EAS Ni � � n'ewer-900 —PROPOSED CONTOURS Waterrnain r; - F i ,/ > —>—�>— PROPOSED STORM SEWER 1 -- U W/ )� 1 r t -� > - Storm Sewer v.� 6' / EE—E underground electric —�-�— PROPOSED SANITARY SEWER underground gas PROPOSED WATERMAIN v HYD W/! —__ underground communications---r•>—a PROPOSED CULVERT ___ 6"' �!- — _ —OHP— overh ad power line _p_p_p_ PROPOSED SILT FENCE i � e o i UTILITY EASEMENT , i IAP(D tree power pole ® PROPOSED SANITARY SEWER MANHOLE tiPROPOSED STORM SEWER MANHOLE ce o Catch � �� < �J i ❑ PROPOSED STORM SEWER INLET i G HYD O / q��m�a PROPOSED WATER GATE VALVE 0 50 Tao >'V lve PROPOSED HYDRANT GRAPHIC SCALE IN FEET N • Civil Engineering • Land Planning I hereby certify that this plan, specification PROJECT NO: CAMPION 1800 Pioneer Creek Center, or report has been prepared by me or RIVERVIEW LANDING SANITARY SEWER & WATERMAIN under my direct supervision and that }u=3L"CIian 16-017 ENGINEERING M pleBox Pla n,1 MN 55359 1 am a duly licensed Professional Engineer PLAN Phone: 763-479-5172 under the lads of the State of Mnnesota. f rI� GUARDIAN ANGELS SENIOR SERVICES S E R VI C E S , INC. Fax, 763-479-4242- 02/20/2017 Tc+ DATE: REVISIONS E-Mail: mcompionOcompioneng.com Martin P. am Ion -Uc. 19901 Dote: O 1 SEGO, MN SHEET N 0 . C5 02/20/2017 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 I t o C IITi IRAJN GARDEN TES2 C—ivar �lr"111 e t rk E %6�9 itD ! E -Mail: mcompionOcompioneng.com INV:655.60 Martin P. am ion -Lic. 19901 Date: 6 ii u I v 18' RCP FES W/ NEENAH R -3067-V j CBMH 2 ii RIM:860.06 ' 18* RCP FES W/ I N INV:856.22 SE IW -.856.22 i 25' of 12' RCP O 0.488 CBMH 1 NEENAH R -3067-V RIM:860.21 CBMH 4 j SUMP:8527 RIM:861.06 L NW INV:855:98 N INV=857.38�� FSESINI:855.78 E INV =857.18 I o S� INV:855.52 CBMH 3 i mm 18 RCP W/ TRASHG RIM:661.74 _ am W IW..856.91 i �N CONCRETE B m ,n�.ne _ _ _ _S INV_856.91 IITi IRAJN GARDEN TES2 C—ivar �lr"111 e t rk E %6�9 itD ! E -Mail: mcompionOcompioneng.com INV:655.60 Martin P. am ion -Lic. 19901 Date: 6 ii u I v 18' RCP FES W/ NEENAH R -3067-V _ ii TRASHGUARD & ' 18* RCP FES W/ I INFILTRATION ." NEENAH R -3067-V ARTICULATED CON BASIN/ os BAST NEENAH R -3067-V o 1 BLOCKOUTLET P 46' of 18' RCP 1 1 AV NEENAH R-1642* SfMH-1 (\ NEENAH R-1642* RIM:860.86 INV:855.14 NEENAH R-1642* of 15" RCP O 0.90% IDES FES) of 18" RCP O 1 vN 5 __-- — C—ivar �lr"111 e t rk E %6�9 itD ! E -Mail: mcompionOcompioneng.com CB 2 Martin P. am ion -Lic. 19901 Date: NEENAH R -3067-V m ° FES 4 I �D m NEENAH R -3067-V INV:856.88 om CJD NEENAH R -3067-V ' 18* RCP FES W/ I INFILTRATION ." NEENAH R -3067-V TRN511WARD & t BASIN/ os BAST NEENAH R -3067-V ARTICULATED CONC BLOCK OUTLET PR ON RAIN GAR NEENAH R -3067-V 76' of 18' RCP O 0.82% \ / NEENAH R-1642* CBMH 5 \ \ NEENAH R-1642* RIM:860.86 84 NEENAH R-1642* 54. i 1 FES I underground communications E IWI., SE INV:857.50 INV:656.97 CB 1 W INV:857.50 I 18- RCP F /-RIM:861.06 / // TRASH S INN -857.50 99' of 18' RCP O CB 2 NW I\` HV:1357.9� ., f /// I I I 6� of 15" RCP O 0.49% Z O U CONSiRCUT OVER IX 30' R� E'A75 • Civil Engineering *LandPlanning C AMPIO N 1800 Pioneer Creek Center, P.O. Box 249 ENGINEERING Maple Plain. MN 55359 SERVICES , INC C. Phone: 763-479-5172 Fax: 763_479_4242 i nereoy cermy mac mre pion, speancanon or report has been prepared by me or under my direct supervision and that 1 am a duly licensed Professional Engineer under the o" of the State of Minnesota. f""Jr 02/20/2017 C—ivar �lr"111 e t rk E %6�9 itD ! E -Mail: mcompionOcompioneng.com CB 2 Martin P. am ion -Lic. 19901 Date: RIVERVIEW LANDING GUARDIAN ANGELS SENIOR SERVICES OTSEGO, MN STRUCTURE SCHEDULE STRUCTURE STRUCTURE CASTING NO. SIZE Kx—=- CB 1 48" NEENAH R -3067-V CB 2 48" NEENAH R -3067-V CBMH 1 48" NEENAH R -3067-V CBMH 2 48" NEENAH R -3067-V CBMH 3 48" NEENAH R -3067-V CBMH 4 48" NEENAH R -3067-V CBMH 5 48" NEENAH R -3067-V STMH 1 48" NEENAH R-1642* STMH 2 48 NEENAH R-1642* STMH 3 84 NEENAH R-1642* *LABELED "STORM SEWER' —�� LEGEND SHEET NO. C6 7 chain link fence IF': flared and section — — drainage & utility easement spot elevation curb & gutter 20', _ existing contours —s s- Sanitary Sewer —900 PROPOSED CONTOURS 1-1- Watermain > >- Storm Sewer PROPOSED STORM SEWER —EE—E underground electric �—�— PROPOSED SANRARY SEWER underground gas —�—�—�— PROPOSED WATERMAIN —�� underground communications �--»--o PROPOSED CULVERT o" overhead power line _a o --o— PROPOSED SILT FENCE O tree PPO power pole PROPOSED SANRARY SEWER MANHOLE MH O Manhole 0 PROPOSED STORM SEWER MANHOLE Ce o Catch Basin PROPOSED STORM SEWER INLET HYD o Hydrant O PROPOSED WATER GATE VALVE ® gate valve PROPOSED HYDRANT —z jrx ► 0 5o Igo GRAPHIC SCALE IN FEET STORM SEWER PLAN PROJECT NO: 16-017 SHEET NO. C6 7 WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COS TO THE OWNER. CALL BEFORE YOU DIG GOPHER STATE ONE CAL ,,;fin- TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 -- 862 N Al, oom r E --.859_. INFILTRATION BASIN/ RAIN GARDEN v, xas G — \� r ✓ — - T o /^ --1----- — oc� � - .. "�r / g� �. •\ 866 \`oj�'a62 asz as4 1"1 s' i i 6J 4:1 MAX — s �-�-_.8.`6"3_ l0� 1\ \ ', FQ o zu BOTTOM AIN G-85 0� /� , i .� INFILTRATION BASIN / /" 2 GARDEN �v i��' 5.4 _ "s em RAIN \\ \ V� 1 "�i m \� \�\ � ......• �i�� V � '., a. \'864 859 860 V 10 i v s wb,�Jl ..861 a, e _ 663 861 i o 862 � 1 � 4:1 y F' av v 864 \' 863 m `— %uu z -� v � �,. O X 50 0 1m-10 F v 64. 0 � Lll86 W n}.So \ N� —864 .664 8631 °m ac MAX 861 860 timet rotate � 861 v _ - \ ca 0 Catch Basin - ❑ PROPOSED STORM SEWER INLET Hvoo gaatte aNe PROPOSED WATER GATE VALVE SEE SHEET C12 FOR ' - PROPOSED HYDRANT TYPICAL GRADING NOTES N • Civil Engineering *Land Planning C AMPIO N 1800 Pioneer Greek Genter, E N GIN E E RIN G MapleBPla nox 4 MN 55359 SERVICES, INC. Phone: 763-479-5172 Fax: 763-479-4242... E -Mail: mcompionOcampioneng.com I hereby certify that this pian, specification or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the lavfsfe state of Minnesota. -. 02/20/2017 LIardia RI VERVI EW LANDING Il GUARDIAN ANGELS SENIOR SERVICES ii + ca OTSEGO, MN GRADING PLAN PROJECT NO: 16-017 SHEET N 0. C7 DATE: 02/20/2017 REVISIONS Martin P. cm' ion =Lia 19901 Date: WARNING: THE CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING FOR LOCATIONS OF ALL EXISTING UTILITIES. THEY SHALL COOPERATE WITH ALL UTILITY COMPANIES IN MAINTAINING THEIR SERVICE AND/OR RELOCATION OF LINES. THE CONTRACTOR SHALL CONTACT GOPHER STATE ONE CALL AT 651-454-0002 AT LEAST 48 HOURS IN ADVANCE FOR THE LOCATIONS OF ALL UNDERGROUND WIRES, CABLES, CONDUITS, PIPES, MANHOLES, VALVES OR OTHER BURIED STRUCTURES BEFORE DIGGING. THE CONTRACTOR SHALL REPAIR OR REPLACE THE ABOVE WHEN DAMAGED DURING CONSTRUCTION AT NO COST TO THE O"EW. CALL BEFORE YOU DIG GOPHER STATE ONE CALL TWIN CITY AREA: 651-454-0002 TOLL FREE 1-800-252-1166 _mNN 1L INLET PROTECTION, TYP ROCK CONSTRUCTION ENTRANCE - Z OJ PHONE: j VCONTRACTOR NAME: r\ tis/ �� I CONTACT. O ADDRESS: /�o EROSION CONTROL QUANTITIES: �<A AJ 'O� 0�5 i.."i.&I u ��-0000 SITE RESTORATION = 5.2 AC SILT FENCE = 2505 LF INLET PROTECTION = 14 EA ROCK CONSTRUCTION ENTRANCE = 1 EA Seo \ vI �� 5 �� LEGEND 1 0 \ \ / hti, / �,FEs flared end section � � ws a � � chain link fence , drainage. do utility easement o spot elevation J J2080 existlictours �� ) / o _S_S_ Sanitary Sewer —900�P O1POSED CONTOURS Watermain Storm Sewer— PROPOSED STORM SEWER —E—EEunderground electric —>--->— PROPOSED SANITARY SEWER 1 underground gasPROPOSED WATERMAIN r _• 1 �oe� % = underground comm unications--n>—a PROPOSED CULVERT —OHP— overhead power line —� PROPOSED SILT FENCE PP oO power pole tree PROPOSED SANITARY SEWER MANHOLE ,o CFI x 1 64. 8 .50 ��' '•', �/ / MH O Manhole PROPOSED STORM SEWER MANHOLE a Cs 0 Catch basin Nm i 1� PROPOSED STORM SEWER INLET HYD 0 gate drantWe pd PROPOSED WATER GATE VALVE PROPOSED HYDRANT 1 c �E INLET PROTECTION 5 ROCK CONSTRUCTION ENTRANCE SILT FENCE 0 so 100 ��. GRAPHIC SCALE IN FEET .: SEE SHEET C12 FOR TYPICAL SWPPP NOTES • Civil Engineering • Land Planning I hereby certify that this plan, specification PROJECT NO: CAMPION 1800 Pioneer Creek Center, or report has been prepared by me or RIVERVIEW LANDING STORM WATER POLLUTION under my direct supervision and that Ucii"CIcill 16-017 ENGINEERING M ple Plan,/MN 55359 1 am a dulylicensed Professional Engineer e PREVENTION PLAN S ERVIC E S, IN C. Phone: 763-479-5172 under the Iaglspvf 1F1e State of Minnesota. Ise GUARDIAN ANGELS SENIOR SERVICES Fax: 763-479-4242 ;�° /; 02/20/2017�+ 11,1 DATE• REVISIONS E—Mail: mcompionOcomploneng.com Martin P. m ion =Lic. 19901 Date: 1 OTSEGO, " N SHEET NO. C8 02/20/2017 W�R- 9 \ �/T ANGELS SENIOR C SERGUARDIAN DAN DIXON /V- 508 FREEPORT STREET e ELK RIVER, MN 55330 PH. 763.241.4439 �� 9" EMAIL: DANDIXON®GA—ER.ORG k 2 SWPPP DESIGNER CAMPION ENGINEERING SERVICES, INC. MARTY CAMPION �49so 1800 PIONEER CREEK CENTER MHOPLAIN,5359 P 6 5172 3 479 5 �i 9 a EMAIL MCAMPIONOCAMPIONENG.COM EROSION CONTROL INSTALLER NAME. CONTACT: ADDRESS: PHONE: j VCONTRACTOR NAME: r\ tis/ �� I CONTACT. O ADDRESS: /�o EROSION CONTROL QUANTITIES: �<A AJ 'O� 0�5 i.."i.&I u ��-0000 SITE RESTORATION = 5.2 AC SILT FENCE = 2505 LF INLET PROTECTION = 14 EA ROCK CONSTRUCTION ENTRANCE = 1 EA Seo \ vI �� 5 �� LEGEND 1 0 \ \ / hti, / �,FEs flared end section � � ws a � � chain link fence , drainage. do utility easement o spot elevation J J2080 existlictours �� ) / o _S_S_ Sanitary Sewer —900�P O1POSED CONTOURS Watermain Storm Sewer— PROPOSED STORM SEWER —E—EEunderground electric —>--->— PROPOSED SANITARY SEWER 1 underground gasPROPOSED WATERMAIN r _• 1 �oe� % = underground comm unications--n>—a PROPOSED CULVERT —OHP— overhead power line —� PROPOSED SILT FENCE PP oO power pole tree PROPOSED SANITARY SEWER MANHOLE ,o CFI x 1 64. 8 .50 ��' '•', �/ / MH O Manhole PROPOSED STORM SEWER MANHOLE a Cs 0 Catch basin Nm i 1� PROPOSED STORM SEWER INLET HYD 0 gate drantWe pd PROPOSED WATER GATE VALVE PROPOSED HYDRANT 1 c �E INLET PROTECTION 5 ROCK CONSTRUCTION ENTRANCE SILT FENCE 0 so 100 ��. GRAPHIC SCALE IN FEET .: SEE SHEET C12 FOR TYPICAL SWPPP NOTES • Civil Engineering • Land Planning I hereby certify that this plan, specification PROJECT NO: CAMPION 1800 Pioneer Creek Center, or report has been prepared by me or RIVERVIEW LANDING STORM WATER POLLUTION under my direct supervision and that Ucii"CIcill 16-017 ENGINEERING M ple Plan,/MN 55359 1 am a dulylicensed Professional Engineer e PREVENTION PLAN S ERVIC E S, IN C. Phone: 763-479-5172 under the Iaglspvf 1F1e State of Minnesota. Ise GUARDIAN ANGELS SENIOR SERVICES Fax: 763-479-4242 ;�° /; 02/20/2017�+ 11,1 DATE• REVISIONS E—Mail: mcompionOcomploneng.com Martin P. m ion =Lic. 19901 Date: 1 OTSEGO, " N SHEET NO. C8 02/20/2017 ADJUSTING RING(S) PER STD PLATE 414 GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN BY ARROWS. A i J -- PIPE TOP VIEW CASTING NEENAH 3067 OR EQUIVALENT WITH OL OR DR GRATE A 5.0 PLAN VIEW OF RAMP ROUND ALL 5LOPE0 APPROX. 10:1 SLOPE INTERSECTIONS TOP OF CURB D ts.D ELEVATION OF RAMP CURB OR CURB _ _ — — — 1" PER IT. OR MTTER DESIGN STREET GUTTER GRADE i/2" PREFORMED CONCRETE WALK JOINT FILLER AASHTO M213 SECTION A -A I. ADA REQUIRED TRUNCATED DOME AREA SHALL BE CAST IRON INSERTS AND SHALL COMPLY WITH Mn/DOT STANDARD PLATE N0. $I C#. ,A. PRECAST TRUNCATED DOME INSERTS SHALL BE DARK GRA. In COLOR TO VISUALLY CONTRAST WITH THE ADJACENT SIDEWALK. THE CURB ADJACENT TO THE TRUNCATED DOME INSERTS SHALL BE HAND FORMED SUCH THAT NO GAP EXISTS AS A RESULT OF THE CURVATURE OF THE BACK OF CURB. 2. VARIES WITH CURB HEIGHT. EXAMPLE SHOWN IS FOR S" CURB HEIGHTS. 3 C, 2' CLEAR ZONE d VARIES 10.0' If 2' CLEAR ZONE I 42.0% A BITUMINOUS MAT LVWE450308 PLACE ON APPROVED SUBGRADE-C 8 CLASS 5 GRAVEL (12' WIDE) TYPICAL SECTION — BIKE TRAIL NO SCALE GROUT INVERT AS -r '1 WALL TO BE PRECAST SHOWN ABOVE RECTANGULAR AASHTP SECTION OR CONCRETE BITUMINOUS SURFACE I SECTION A -A SEWER BLOCK .� 24"X 36" 1 - x .,.. PRECAST OPENINGS 2. REINFORCING SHALL BE SINGLE UNE STEEL WIRE FABRIC GROUT AS REQUIRED A 5.0 PLAN VIEW OF RAMP ROUND ALL 5LOPE0 APPROX. 10:1 SLOPE INTERSECTIONS TOP OF CURB D ts.D ELEVATION OF RAMP CURB OR CURB _ _ — — — 1" PER IT. OR MTTER DESIGN STREET GUTTER GRADE i/2" PREFORMED CONCRETE WALK JOINT FILLER AASHTO M213 SECTION A -A I. ADA REQUIRED TRUNCATED DOME AREA SHALL BE CAST IRON INSERTS AND SHALL COMPLY WITH Mn/DOT STANDARD PLATE N0. $I C#. ,A. PRECAST TRUNCATED DOME INSERTS SHALL BE DARK GRA. In COLOR TO VISUALLY CONTRAST WITH THE ADJACENT SIDEWALK. THE CURB ADJACENT TO THE TRUNCATED DOME INSERTS SHALL BE HAND FORMED SUCH THAT NO GAP EXISTS AS A RESULT OF THE CURVATURE OF THE BACK OF CURB. 2. VARIES WITH CURB HEIGHT. EXAMPLE SHOWN IS FOR S" CURB HEIGHTS. 3 C, 2' CLEAR ZONE d VARIES 10.0' If 2' CLEAR ZONE I 42.0% A BITUMINOUS MAT LVWE450308 PLACE ON APPROVED SUBGRADE-C 8 CLASS 5 GRAVEL (12' WIDE) TYPICAL SECTION — BIKE TRAIL NO SCALE GROUT INVERT AS -r '1 LEGEND SHOWN ABOVE RECTANGULAR AASHTP ---�-"II _6., 3'-6' X 6" BITUMINOUS SURFACE I SECTION A -A SUBGRADE NOTES: WEAR 1. CONCRETE BASE SHALL BE 6" POURED IN PLACE OR CLASS 3 OR 4 5" PRECAST SLAB. t2 2. REINFORCING SHALL BE SINGLE UNE STEEL WIRE FABRIC 3138 B+ HAVING AN AREA OF NOT LESS THAN 0.12 SQ. IN. PER A-3 FOOT OF HEIGHT, Eo 00 2' x 3' CATCH BASIN - o o NO SCALE R-20 APPROVED &1T1' OE STANDARD PLATE NO. A-6 S 410 REVISED a.. 6-18-15 � Nefl#HE$OibtC 3.0" 3.0" A 5.0 PLAN VIEW OF RAMP ROUND ALL 5LOPE0 APPROX. 10:1 SLOPE INTERSECTIONS TOP OF CURB D ts.D ELEVATION OF RAMP CURB OR CURB _ _ — — — 1" PER IT. OR MTTER DESIGN STREET GUTTER GRADE i/2" PREFORMED CONCRETE WALK JOINT FILLER AASHTO M213 SECTION A -A I. ADA REQUIRED TRUNCATED DOME AREA SHALL BE CAST IRON INSERTS AND SHALL COMPLY WITH Mn/DOT STANDARD PLATE N0. $I C#. ,A. PRECAST TRUNCATED DOME INSERTS SHALL BE DARK GRA. In COLOR TO VISUALLY CONTRAST WITH THE ADJACENT SIDEWALK. THE CURB ADJACENT TO THE TRUNCATED DOME INSERTS SHALL BE HAND FORMED SUCH THAT NO GAP EXISTS AS A RESULT OF THE CURVATURE OF THE BACK OF CURB. 2. VARIES WITH CURB HEIGHT. EXAMPLE SHOWN IS FOR S" CURB HEIGHTS. 3 C, 2' CLEAR ZONE d VARIES 10.0' If 2' CLEAR ZONE I 42.0% A BITUMINOUS MAT LVWE450308 PLACE ON APPROVED SUBGRADE-C 8 CLASS 5 GRAVEL (12' WIDE) TYPICAL SECTION — BIKE TRAIL NO SCALE 'K SUBJECT TO REVIEW BY QUALIFIED SOILS ENGINEER MINIMUM ALLOWABLE DESIGN THICKNESS NOTES: R VALVE IS A MEASURE OF EMBANKMENT SOIL RESISTANCE STRENGTH AS DETERMINED BY THE HVEEM STABILOMETER METHOD PEDESTRIAN CURB RAMP NO SCALE _ APPROVED APPROVED CBTn i3P CI^f uh' ry 'I STANDARD PLATE N0. STANDARD PLATE N0. Y SED REVISED 707 8-18-15 } 70 1 8-18-15 "_- �lcdMe50T& 6 N!@6I8E$aTA C i HARD SURFACE PUBLIC ROAD MINIMUM 1"-Z" WASHED ROCK ROCK CONSTRUCTION ENTRANCE NO SCALE cssroP STANDARD PLATE NO. EnRNIZZOTA C 505 6' .a ,Iti LEGEND COLOR AASHTP R VALUE BITUMINOUS SURFACE I AGGREGATE BASE SUBGRADE WEAR CUSS 5 CLASS 3 OR 4 SOIL CLASS RIVERVIEW LANDING 2350/2360 A 3138 B+ 3138 C• A-3 R-70 1-2 .5" under my supervision and I am o duly licensed Professional Engineer under the lavis of ltle State of Minnesota. e/ 1 Angels ��,Ie; A-4 R-20 3.0" 5" - A-6 R-15 3.0" 6" - A-7 R-10 R-5 3.0" 3.0" 7" 7" - 12" 'K SUBJECT TO REVIEW BY QUALIFIED SOILS ENGINEER MINIMUM ALLOWABLE DESIGN THICKNESS NOTES: R VALVE IS A MEASURE OF EMBANKMENT SOIL RESISTANCE STRENGTH AS DETERMINED BY THE HVEEM STABILOMETER METHOD PEDESTRIAN CURB RAMP NO SCALE _ APPROVED APPROVED CBTn i3P CI^f uh' ry 'I STANDARD PLATE N0. STANDARD PLATE N0. Y SED REVISED 707 8-18-15 } 70 1 8-18-15 "_- �lcdMe50T& 6 N!@6I8E$aTA C i HARD SURFACE PUBLIC ROAD MINIMUM 1"-Z" WASHED ROCK ROCK CONSTRUCTION ENTRANCE NO SCALE cssroP STANDARD PLATE NO. EnRNIZZOTA C 505 6' .a ,Iti SIGN COLOR SIZE COMMENTS NUMBER FOR <" CURS .... . ..: :::: :::•:: '. '., lO ;I+•'. .. . ; '•_:: •. SAME SLOPE AS ROADWAY • Civil Engineering • Land Planning 1800 Pioneer Creek Center, I hereby certify that thle plan, spec ca on or repot hos been prepared by th or direct thator GLiardian RIVERVIEW LANDING .. . _ • . _ �' 1'' STOP REVERSE SLOPE GUTTER SECTION (FORMS MAY BE TILTED 1 m NO Ap" PIP IDR..IAL uxE->i.", DESIGN B El F. R MISE F. 0" LM6 it BAG j —DROP INLET WITH GRATE TYPE FF (MONO -MONO FABRIC) BAG FILLED WITH 1.5" CLEAN "SEWER ROCK" OR 6" SILT SOCK AN ADDITIONAL 18" OF GEOTEXTILE IS WRAPPED AROUND THE WOOD 2'X 4' AND STAPLED. GEOTEXTILE SIZE SHALL BE 8" MIN, GREATER ON ALL SIDES OF THE INLET COVER. PLACE GEOTEXTILE UNDER INLET COVER.(j W000 2"X4" EXTENDED B" BEYOND GRATE WIDTH ON BOTH SIDES. Q GEOTEXTILEALL D FOR INLET MONOFILAMENTINBOTH DIRECTIONS, PROTECTIONSHALL 8 MEETING SPEC. FOR MACHINE SLICED. Q WIMCO'S MAY BE USED IN PLACE OF ABOVE. Q ALL DROP INLET PROTECTION SHALL BE REMOVED PRIOR TO WINTER FREEZE. DROP INLET PROTECTION NO SCALE ,% EBYP®P STANDARD PLATE NO. REVISED t_ 507 S FEB 2009 s POST SHALL BE PLACED IN A 12" DIA. X 2' DEEP HOLE FILLED WITH CONCRETE FURNISH AND INSTALL NEW SIGNS SIGN SIGN COLOR SIZE COMMENTS NUMBER I H CAMPION • Civil Engineering • Land Planning 1800 Pioneer Creek Center, I hereby certify that thle plan, spec ca on or repot hos been prepared by th or direct thator GLiardian RIVERVIEW LANDING DETAILS & NOTES RI -1 STOP 30"x 30" P.O. Box 249 Maple Plain,763 47 55359 Phone: 763-479-5172 under my supervision and I am o duly licensed Professional Engineer under the lavis of ltle State of Minnesota. e/ 1 Angels ��,Ie; WHITED 16-017 STREET NAME WHITE 9" PLATES ALL INTERSECTIONS �I OTSEGO, MN ON GREEN DATE: 02/20/2017 REVISIONS NOTES: POSTS SHALL BE CYLINDRICAL TUBE STEEL POSTS, THE POST SHALL BE 12' LONG, WITH 2-3/8" OD, 12 GAUGE COLD ROLLED GALVANIZE STEEL MEETING ASTM A-446 GRADE A. SIGN BASE MATERIAL SHALL BE ALUMINUM. THE STREET NAME SIGNS SHALL BE NOTCHED AND MOUNTED IN AN E450 BRACKET AND PLACED ABOVE THE STOP SIGN. STREET NAME SIGNS SHALL HAVE HIGH INTENSITY PRISMATIC RETROREFLECTIVE SHEETING (ASTM TYPE IV). STOP SIGNS SHALL HAVE DIAMOND GRADE VIP RETROREFLECTIVE SHEETING (ASTM TYPE IX). SIGNS AND INSTALLATION OF SIGNS SHALL BE IN ACCORDANCE WITH THE "MINNESOTA MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES" REVISED �� 8-78-15 CITY Op STANDARD PLATE NO. 805 Acnxc STATE D[sTGN [xc1As[R DESIGN B AND DESIGN V REvlslax Dar[ I H CAMPION • Civil Engineering • Land Planning 1800 Pioneer Creek Center, I hereby certify that thle plan, spec ca on or repot hos been prepared by th or direct thator GLiardian RIVERVIEW LANDING DETAILS & NOTES PROJECT NO: ENGINEERING S ERVIC E S, IN C. P.O. Box 249 Maple Plain,763 47 55359 Phone: 763-479-5172 under my supervision and I am o duly licensed Professional Engineer under the lavis of ltle State of Minnesota. e/ 1 Angels ��,Ie; GUARDIAN ANGELS SENIOR SERVICES 16-017 Fox: 783-479-4242 E-Ma[I: _ � '"� j�;�/, ,. 02 202017 �I OTSEGO, MN SHEET No. C9 DATE: 02/20/2017 REVISIONS mcompionOcompioneng.com Martin P, am Ion -L c. 19901 Date: 1.5' SPWEA240B WEAR COURSE PER 77 7.8' AN/DOT 2360 1/2' SPNWB230B BASE COURSE PER N/DOT 2360 CLASS 5 AGGREGATE BASE tOD% CRUSHED PER MN/DOT 3138 NOTES: 1. CLASS V AGGREGATE BASE TO EXTEND 1.0 FEET BEHIND BACK OF CURB 2. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS LIGHT DUTY BITUMINOUS PAVEMENT SECTION 2' 60SPWEA240B WEAR COURSE PER MN/WT 23 SPNW8230B BOISE COURSE PER MN/DOT 2360 8' CLASS 5 AGGREGATE BASE 10OX CRUSHED PER MN/DOT 3138 NOTES: 1. CLASS V AGGREGATE BASE TO EXTEND 1.0 FEET BEHIND BACK OF CURB 2. SOILS SPECIFICATIONS SUPERSEDE ABOVE LISTED SPECIFICATIONS HEAVY DUTY 8MMINOUS PAVEMENT SECTION GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN �': BY ARROWS I APPROVED LOCATOR ROD 5'-0" HYDRANT MARKER HEIGHT OF VALVE BOX TO PACER TRAFFIC FLANGE HYDRANT BE ADJUSTED TO FINISHED © OR APPROVED EQUAL GRADE ABOVE CURB -�- 4% 22" VALVE LOCATION 2' FEET FROM BACK OF CURB UNDISTURBED EXTENSION SOIL ROD 18" MINIMUM �. SEPARATION FROM STORM SEWER W/ t INSULATION' O HYDRANT DRAIN MIN, 2 LAYERS OF PLASTIC 4 MIL. WATERMAIN MIN. THICKNESS -- CRUSHED ROCK D1 CU. YD. CONCRETE THRUST e_ BLOCK & BASE TIE BACK THE VALVE NOTES: 18" MINIMUM 1. HYDRANT DRAINS BELOW WATER TABLE TO SEPARATION FROM BE PLUGGED AND THE HYDRANT TAGGED SANITARY SEWER WITH METAL STRIP AND THE NOZZLE PAINTED BLACK. u 2. ALL BELOW GROUND NUTS, BOLTS, AND �i RODDING SHALL BE CORE–BLUE OR 316 E N STAINLESS STEEL. HYDRANT AND VALVE INSTALLATION = NO SCALE a APPROVED CBRY OF STANDARD PLATE No. REVISED ,1M 204 n. 8-15-15 t§6k9P]FSOFdL INFI–SHIELD — EXTERNAL SEAL INSPECTION TAB ADJUST TO FINISHED GROUND AS SPECIFIED ADJUST TO FINISHED FINISHED GRADE FINISHEJGVR S SPECIFIED GRADE BOX ASSEMBLY o VALVE BOX ASSEMBLY N VALVE & BLOCKS WRAPPED WITH ERS OF 4 MIL C WATERMAIN, SOLID CONCRETE BLOCKS SIZE VARIESIN 4" THICK IN B" X 12'" 2 SOLID CONCRETE BLOCKS - MIN 4" THICK MN 8" X 12" SOLID CONCRETE BLOCK MIN 4" THICK '�- SOLID CONCRETE BLOCKS MIN 8" X 12" MIN 4THICK MIN 8" X 12" NOTES: 1. ALL VALVES SHALL BE FITTED WITH EXTENSION STEMS TO BRING THE OPERATING NUT TO BE 2' FROM THE SURFACE. 2. ALL BELOW GROUND NUTS, BOLTS, AND RODDING SHALL BE CORE–BLUE OR 316 STAINLESS STEEL TYPICAL BUTTERFLY VALVE & BOX INSTALLATION 12" & OVER WATERMAIN NO SCALE APPROVED t STANDARDOGPLATE N0. Rao SO8-15-15 ogi T.A2 MANHOLE FRAME AND CASTING PER STD PLATE 307 PAVEMENT NOTES: 1. ALL VALVES SHALL BE FITTED WITH EXTENSION STEMS. TO BRING THE OPERATING NUT TO BE 2' FROM THE SURFACE. 2. ALL BELOW GROUND NUTS, BOLTS, AND RODDING SHALL BE CORE–BLUE OR 316 STAINLESS STEEL. TYPICAL RESILIENT WEDGE VALVE & BOX INSTALLATION 10" & UNDER WATERMAIN NO SCALE APPROVED C4:€ 9F a, R) STANDARD PLATE NO. REVISED 3'--;, 205 8-18-15 "' PE9NNECBSAL GROUT BOTTOM TO SLOPE 5 / / TOWARD PIPE AS SHOWN / BY ARROWS. \ ? A u PIPE i TOP VIEW STANDARD PLATE NO. REVISED 409 8-78-15 _._. R71P-0NE$aTA 02 24" 24C� 10 ff (D 10 ft�� STAKES PLACED BEHIND SILT SOCK TO PROVIDE ADDITIONAL SUPPORT AS NEEDED (DO NOT PENETRATE SILT SOCK FABRIC) MAX. SLOPE OF 15/ 2" TRENCH BREAKS IN SILT SOCK SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ANY SHARP BEND OR CHANGE IN SOCK DIRECTION. © SOCK'S SHALL BE OVERLAPPED A MINIMUM OF 24" WITH THE UPSLOPE SIDE INFRONT. © SEDIMENT ACCUMULATION OF 1/2 THE SOCK HEIGHT MUST BE REMOVED. SILT ND SOCK APPROVED e:Tl EyP gr STANDARD N0. REVISED FEB 2008 CASTING NEENAH R-4342 CONCRETE BLOCK 1.0' 1Q TO ANCHOR BLOCKS _[ OR EQUIVALENT STOOL _ TYPE GRATE ';�----- ADJUSTING RING(S) STORM PIPE I I PER STD PLATE 414 5' STD. PL. 3100 & 3110. W NOTES: 'te eQ AS AN OPTION, BRICK OR CONCRETE 27" BUDCK MASONRY MAY BE USED. ALONG EDGES e �� SEAL PIPE FOR MATERIALS AND CONSTRUCTION USE EQUIV, D FOR PIPE ARCH (SEE WITH GROUT METHODS. SEE STANDARD PLATE CONCRETE BLOCK 4002. CONE SECTION DETAILS OF II �— 4002 DO NOT APPLY. GROUT INVERT :1 AS SHOWN ABOVE REINFORCING; SLOPE SINGLE UNE STEEL WIRE FABRIC t -----L Ft. .HAVING AN AREA OF NOT LESS THAN PER MANUFACTURERS SPEC. AND ALL CABLES PROTRUDING BEYOND THE FINISHED 0.12 SQ. IN. PER FOOT OF HEIGHT, ARTICULATED CONCRETE BLOCK AT R.C.P. OUTLET 8" POURED CONC. BASE 2, FOR ALTERNATE PRECAST 44' DIA. CONCRETE BASE, SEE 5% PREFERRED SLOPE 3.0" BITUMINOUS MAT STANDARD PLATES INDEX. SECTION A -A BASE REINFORCEMENT: SECTION A—A DA 2 SQ. IN. PER FOOT 3 FT. TRANSITION I 10 FT. CONCRETE APRON IN EACH DIRECTION. 27" PRECAST CATCH BASIN YARD INLET hh ti NO SCALE STANDARD PLATE NO. REVISED 409 8-78-15 _._. R71P-0NE$aTA 02 24" 24C� 10 ff (D 10 ft�� STAKES PLACED BEHIND SILT SOCK TO PROVIDE ADDITIONAL SUPPORT AS NEEDED (DO NOT PENETRATE SILT SOCK FABRIC) MAX. SLOPE OF 15/ 2" TRENCH BREAKS IN SILT SOCK SHALL BE LOCATED A MINIMUM OF 10 FEET FROM ANY SHARP BEND OR CHANGE IN SOCK DIRECTION. © SOCK'S SHALL BE OVERLAPPED A MINIMUM OF 24" WITH THE UPSLOPE SIDE INFRONT. © SEDIMENT ACCUMULATION OF 1/2 THE SOCK HEIGHT MUST BE REMOVED. SILT ND SOCK APPROVED e:Tl EyP gr STANDARD N0. REVISED FEB 2008 C AMPIO N POUR CONCRETE" �Q COLLAR AROUND FES CONCRETE BLOCK 1.0' 1Q TO ANCHOR BLOCKS _[ r n GEOTEXTILE FABRIC (g5 SEC. B -B 5"C BLOCK SHALL BE � BACKFILLED W/TOPSOIL STORM PIPE I I E -Mail: moampionOcompioneng.com 4 NOTE: 2. DIMENSION E IS GIVEN ON a STD. PL. 3100 & 3110. W _ 'te eQ e e e e 1ST ROW OF BLOCK SHALL e o e o e BE "KEYED" IN AT TOP AND ALONG EDGES e �� 5D— USE EQUIV, D FOR PIPE ARCH (SEE STD. PL. 3110 FOR EQUIV. D) CONCRETE BLOCK > II �— GEOTEXTILE FABRIC ©' SEC A -A ARTICULATED CONCRETE BLOCK SHALL BE A HANDPLACED INTERLOCKING CONCRETE BLOCK SYSTEM, CABLE CONNECED CONCRETE BLOCK MAT, OR APPROVED EQUAL. i1) FOR PIPES GREATER THAN OR EQUAL TO 48", USE 2.0' 9) GEOTEXTILE FABRIC PER Mn/DOT SPEC. 3733. FABRIC SHALL BE OVERSIZED A MINIMM OF 12" AND COVER THE ENTIRE AREA UNDER THE BLOCK MAT AND EXTEND UNDER THE CULVERT APRON 3 FEET. IF A CABLE CONCRETE SYSTEM IS USED, MULTIPLE MATS MUST BE TIED TOGETHER PER MANUFACTURERS SPEC. AND ALL CABLES PROTRUDING BEYOND THE FINISHED EDGES SHALL BE CUT FLUSH TO THE BLOCK. ARTICULATED CONCRETE BLOCK AT R.C.P. OUTLET NO SCALE I APPROVED 01T1 @P ot NiP4NB$aYA STANDARD PLATE N0. 500 R ISEO 5% PREFERRED SLOPE 3.0" BITUMINOUS MAT 8% MAX. SLOPE CLASS 5 GRAVEL 4" THICK CONCRETE APRON SECTION A—A NO SCALE 3 FT. TRANSITION I 10 FT. CONCRETE APRON DROP CURB 10 FT. hh ti 2-2'X4' CAST IRON. TRUNCATED DOME PEDESTRIAN RAMP INSERTS 3 FT, TRANSITION TYPICAL DROP CURB — BIKE TRAIL NO SCALE APPROVED t P (Alo STANDARD 06PLATE NO. REVISED 8-18-15 '" C AMPIO N •Civil Engineering • Land Plat 1800 Pioneer Creek Center, ENGINEERING BPla SERVICES C. nox 4 MN 55359 Maple 761-479-5172 ,INC Fax:: 763-479-4242 STORM PIPE I I E -Mail: moampionOcompioneng.com or report has been prepared by me or under my direct supervision and that I am a duly licensed Professional Engineer under the lows of the State of Minnesota. FORM 1/2 PIPE SECTION LARGEST DIAMETER PIPE —GROUT BOTTOM TO SLOPE TOWARD PIPE AS SHOWN SECTION A -A BY ARROWS FRAME & CASTING (SEE /^ MH & CB SCHEDULE). ADJUSTING RING(S) PER STD PLATE 474 27 MAXIMUM DISTANCE FROM RIM PRECAST ECCENTRIC o TO FIRST STEP IS 24 REDUCER SECTION J NOTE: INSULATE ALL WATER OR SANITARY SEWER PIPE CROSSINGS WITHIN 2' OF STORM SEWER PIPE WATER OR SANITARY .,t STEPS AS PER MN/DOT STANDARD PLATE 4180J MANHOLE TO BE CONSTRUCTED 16 0 CT MnDOT 3760, AASHTO M 230 `t PROFILE STORM PIPE I I OF PRECAST CONCRETE PLAN 2" X 4" X 2.5' LONG W SECTIONS MIN. CLASS III (SILT FENCE) FABRIC, AS a REINFORCEMENT, JOINTS SHALL PRECAST BASE MAY BE USED OF FABRIC FLAP AT BOTTOM - BE CONSTRUCTED WITH FOR MANHOLES LESS THAN 14 SEAL PIPES > CONFINED 0 -RING GASKETS. FT. DEEP WITH GROUT •I STORM SEWER STANDARD MANHOLE NO SCALE I. A�. C@TY a oLbw APPROVED 3" MIN. 1 I STANDARD PLATE N0. 401 NOTE: INSULATE ALL WATER OR SANITARY SEWER PIPE CROSSINGS WITHIN 2' OF STORM SEWER PIPE O LENGTH 3D INSULATION FOR WATER & SANITARY SEWER PIPE & SERVICES NO SCALE clrraP I STANDARD PLATE NO. S 304 WATER OR SANITARY .,t SEWER PIPE POLYSTYRENE INSULATION BOARD INSULATION BOARD MIN. 4" THICKNESS MnDOT 3760, AASHTO M 230 `t PROFILE STORM PIPE I I INCREASE BASE 2" PER 6 FT. PLAN 2" X 4" X 2.5' LONG O LENGTH 3D INSULATION FOR WATER & SANITARY SEWER PIPE & SERVICES NO SCALE clrraP I STANDARD PLATE NO. S 304 MINIM( 12" CLEAR 2D D 2D TWO IAYERS OF TOTAL WIDTH INSULATION BOARD MIN. 4" THICKNESS SD MIN. STAGGER JOINTS PROFILE BOTTOM. FASTENED TO EACH POST O LENGTH 3D INSULATION FOR WATER & SANITARY SEWER PIPE & SERVICES NO SCALE clrraP I STANDARD PLATE NO. S 304 6" BASE FOR ALL MANHOLES WOODEN LATH SHALL BE NAILED 2" X 4" HORIZONTAL MEMBERS LE55 THAN 14 FT. DEEP CONTINUOUS AROUND TOP AND TO SECURE FILTER FABRIC. BOTTOM. FASTENED TO EACH POST INCREASE BASE 2" PER 6 FT. USING 2-20D COMMON NAILS 2" X 4" X 2.5' LONG MANHOLE INVERT SHALL BE L CONCRETE SLAB OF DEPTH BEYOND 14 FT. 5" (SILT FENCE) FABRIC, AS �_SPECIFIED. SLOPED TO PROVIDE SMOOTH PRECAST BASE MAY BE USED OF FABRIC FLAP AT BOTTOM FLOW FROM INLET TO OUTLET FOR MANHOLES LESS THAN 14 0 FT. DEEP E B STORM SEWER STANDARD MANHOLE NO SCALE _ APPROVED C@TY a APPROVED Y -'g ..............e. < STANDARD PLATE N0. 401 gid, - .� I REVISE 8-18-15 REVISED MARCH 2005 O LENGTH 3D INSULATION FOR WATER & SANITARY SEWER PIPE & SERVICES NO SCALE clrraP I STANDARD PLATE NO. S 304 �i!!!P9®841T& WOODEN LATH SHALL BE NAILED 2" X 4" HORIZONTAL MEMBERS SECURELY TO THE POST MEMBER CONTINUOUS AROUND TOP AND TO SECURE FILTER FABRIC. BOTTOM. FASTENED TO EACH POST USING 2-20D COMMON NAILS 2" X 4" X 2.5' LONG MONOFILAMENT GEOTEXTILE WOOD POSTS, 8 REVD. (SILT FENCE) FABRIC, AS �_SPECIFIED. ADDITIONAL OF FABRIC FLAP AT BOTTOM OF BOX �I = _iJ 7 i 1 I (z, TT J T— .1:�. — 0" FABRIC FLAP— BURY F 777, -- P UNDER ROCK TO PREVENT —r UNDERWASHING L L r J t = -`'� J _t �' 8-10" FABRIC FLAP EXTENDING UNDERDROCK TO PREVENT B URY I I UNDERWASHING 1C � 1 1/2" WASHED ROCK 1'DEEP X 1' MADE -- -- Ll � t77 - - w t- .'-1--F;—T i__ F "', Guardian RI VERVI EW LANDING ` htS GUARDIAN ANGELS SENIOR SERVICES ' i OTSEGO, MN NOTES: CONTRACTOR SHALL CONSTRUCT SILT BOX TO FIT AROUND THE INLET STRUCTURE WITH 6" MINIMUM CLEARENCE TO EDGES OF STRUCTURE. SILT BOX TO BE PLACED ON AN EVEN SURFACE 6" BELOW STRUCTURE OPENING. TOP OF SILT BOX TO EXTEND 18" MINIMUM ABOVE EXISTING GRADE. INLET PROTECTION (PROJECT NO: DETAILS & NOTES 16-017 SHEET N0. C11 02/20/2017 EXISTING CURB OVERFLOW IS Y2 OF THE CURB BOX HEIGHT ELAM WIMCO ROAD DRAIN CG -3067 HIGH FLOW INLET PROTECTION CURB AND GUTTER MODEL OR CITY APPROVED EQUAL. HIGH-FLOW FABRIC INLET PROTECTION T . TOP OF IBLY CURB CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MN. TOLL FREE 1-800-252-1166 GENERAL NOTES 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES. 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 3. THE CONTRACTOR MUST CONTACT ALL APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF EXISTING UTILITIES. R SHALL BE THE RESPOSIBILRY OF THE CONTRACTOR TO RELOCATE ALL UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL (1-800-252-1166). 4. THE CONTRACTOR SHALL MARK THE LOCATIONS OF EXISTING GATE VALVES AND MANHOLES WITH STEEL FENCE POSTS PRIOR TO BEGINNING GRADING. 5. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 7, THE CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES PROHIBITED OUTSIDE THE CONSTRUCTION BOUNDARIES INCLUDE, BUT ARE NOT LIMITED TO: STOCKPILING SOILS AND OTHER MATERIAL, STORING EQUIPMENT OR OTHER MACHINERY, DRIVING VEHICLES, LEAKING OR SPILLING OF ANY "WASHOUT" OR OTHER TOXIC MATERIALS. 8. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTES AND INSPECTIONS WITH THE SOILS ENGINEER. 9. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A TEST ROLL WILL BE REQUIRED ON THE PARKING LOT SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER AND AS SPECIFIED. 10. THE EXISTING TOPSOIL ON THIS SITE VARIES IN DEPTH. T IS THE CONTRACTOR'S RESPONSIBILITY THAT ALL SURFACE VEGETATION AND ANY TOPSOIL OR OTHER LOOSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL BE REMOVED FROM THE STREET, PARKING AREAS AND BUILDING PAD AREAS PRIOR TO PLACEMENT OF ANY EMBANKMENT IN ACCORDANCE WITH THE SOILS REPORT AND RECOMMENDATION OF THE SOILS ENGINEER. 11. EMBANKMENT MATERIAL NOT PLACED IN THE PARKING LOT OR BUILDING PAD AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT 2105.72 OR AS DIRECTED BY THE SOILS ENGINEER. 12. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. EMBANKMENT MATERIAL PLACED IN THE PARKING LOT SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MN/DOT 2105.311. EMBANKMENT MATERIAL PLACED IN THE BUILDING PAD AREA SHAT BE COMPACTED IN ACCORDANCE WITH THE SOILS REPORT. 13. TOLERANCES: a.ALL AREAS SHALL BE GRADED TO WITHIN 0.20 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED BY THE ENGINEER. b.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS H INCH OF THE SPECIFIED THICKNESS. 14. ALL DISTURBED UNSURFACED AREAS ARE TO IMMEDIATELY RECEIVE FOUR INCHES OF TOPSOIL, SEED AND MULCH AND BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 15. SPOT ELEVATIONS SHOWN INDICATE FINISHED GRADE ELEVATION UNLESS OTHERWISE NOTED. 16. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. EROSION/SILTATION CONTROL 1. ALL EROSION CONTROL AND SILTATION CONTROL WILL COMPLY WITH MINNESOTA'S BEST MANAGEMENT PRACTICES MANUAL AND REGULATIONS OF THE CITY. 2.THE CONTRACTOR SHALT. BE FAMILIAR WITH AND FOLLOW ALL REQUIREMENTS OF THE MPCA NPDES PHASE 11 PERMIT FOR CONSTRUCTION ACTIVITIES INCLUDING BUT NOT LIMITED TO: WEEKLY EROSION CONTROL INSPECTIONS, INSPECTION AFTER 0.5" RAINFALL OR MORE AND DOCUMENTATION OF ALL CORRECTIVE MEASURES. BY BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS OF THIS PERMIT AND AGREES TO ABIDE BY THEM. 3.7HE CONTRACTOR SHALL PERFORM ANY CORRECTIVE MEASURES ORDERED BY THE CITY OR THE MPCA WITHIN 24 HOURS OF NOTIFICATION. ALSO, ADDITIONAL EROSION CONTROL MEASURES DEEMED NECESSARY BY EITHER THE CITY OR THE MPGA SHALL BE INSTALLED WITHIN 24 HOURS OF NOTIFICATION. 4.ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT, IN TEMPORARY SEDIMENTATION BASINS, OR IN EXISTING STORM SEWERS OR SWALE'S SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED. REMOVAL FROM EXISTING PAVEMENTS SHALL BE ACCOMPLISHED BY SWEEPING. S.THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION INCLUDING BUT NOT LIMITED TO ROCK ENTRANCES AND/OR SILT FENCES. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY, AT HIS/HER OPTION DIRECT THE CONTRACTOR IN HIS/HER METHODS AS DEEMED FT TO PROTECT PROPERTY AND IMPROVEMENTS. 6. ANY DEPOSITING OF SILT IN SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. THE SILT FENCES SHALL BE REMOVED AND THE SILT REMOVED FROM THE PONDING AREAS BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH AND THE MONITORING REQUIREMENTS OF THE MPCA PERMIT. BALL DISTURBED AREAS, EXCEPT ROADWAYS, BUILDING AREAS, PARKING AREAS, ISLANDS AND SIDEWALK, SHALL BE RESTORED WITH A MINIMUM 4 INCHES TOPSOIL, SEEDED AND MULCHED (TYPE 1). SEEDING SHALL BE IN ACCORDANCE WITH MNDOT SPECIFICATION 2575, SEED MIX 22-111 O 40 LBS/ACRE (OR APPROVED EQUAL). DORMANT SEEDING AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH MNDOT SPECIFICATIONS, STRAW MULCHING QUANTITY SHALL BE TWO TONS PER ACRE, FERTILIZER (10-10-20) SHALL BE APPLIED AT A RATE OF 200 POUNDS PER ACRE (CAN BE OMITTED IN LANDSCAPED AREAS IF LANDSCAPED SEEDING IS DONE CONCURRENTLY). MNDDT SEED MIX 21-113 APPLIED AT A RATE OF 110 LBS/ACRE SHALT. BE USED FOR TEMPORARY SEEDING IF NEEDED. 9.CONSTRUCTION SHALL PROCEED IN THE FOLLOWING SEQUENCE: a.CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY. b.INSTALL EROSION CONTROL MEASURES AND ROCK CONSTRUCTION ENTRANCE. c.CONTACT CITY FOR APPROVAL OF EROSION CONTROL INSTALLATION. &CONSTRUCT TEMPORARY DRAINAGE DITCHES/SWALES/STORM SEWER TO DIVERT SURFACE RUNOFF TO TEMPORARY SEDIMENTATION PONDS. e. MAINTAIN EROSION MEASURE, I.E. SILT FENCE, ROCK CONSTRUCTION ENTRANCE. I. MAINTAIN ALL SEDIMENTATION PONDS. COMPLETE SITE GRADING TOLERANCING. g.INSTALL SEED AND MULCH ON AREAS THAT ARE NOT TO BE HARD SURFACES. 10. SLOPE PROTECTION AND EROSION CONTROL SHALT. BE DONE IN ACCORDANCE WITH SECTION 02370 SLOPE PROTECTION, EROSION CONTROL AND STORM WATER POLLUTION PREVENTION PLAN OF THE PROJECT MANUAL 11. ALL STORM SEWER INLETS AND FLARED END SECTIONS SHALL BE ADEQUATELY PROTECTED BEFORE AND AFTER PAVEMENT CONSTRUCTION UNTIL ALL DISTURBED AREAS ARE STABILIZED. CONTRACTOR SHALL PLACE MIRAFI FABRIC AND GRAVEL OVER ALL CATCH BASIN GRATE INLETS UNTIL PAVING SURFACES ARE PAVED AND THE LANDSCAPING IS COMPLETED. 12. STOCKPILE AREAS WHICH REMAIN ON THE SITE FOR MORE THAN SEVEN DAYS SHALL BE SEEDED, MULCHED, AND SURROUNDED BY SILT FENCE. 13. TEMPORARY AND PERMANENT SEDIMENTATION PONDS, AT LOCATION SELECTED BY OWNER, SHALL BE CONSTRUCTED WITH THE INITIAL GRADING. THE SEDIMENT MUST BE REMOVED FROM THE PONDS, AS NECESSARY, PRIOR TO COMPLETION OF THE PROJECT. 14. BIO LOGS SHALL BE INSTALLED AT PIPE INLETS AND OUTLETS UNTIL RIPRAP IS INSTALLED. PERMANENT ENERGY DISSIPATERS SHALL BE INSTALLED WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. 15. EROSION AND SEDIMENT CONTROL PRACTICES MUST REMAIN IN PLACE UNTIL THE SITE SOILS HAVE BEEN PERMANENTLY STABILIZED AND SHALL BE REMOVED WITHIN 30 DAYS THEREAFTER. 16. ALL STOCKPILES OF SOIL OR OTHER MATERIALS SUBJECT TO EROSION BY WIND OR WATER SHALL BE COVERED, VEGETATED, ENCLOSED, FENCED ON THE DOWN GRADIENT SIDE OR OTHERWISE EFFECTIVELY PROTECTED FROM EROSION IN ACCORDANCE WITH THE AMOUNT OF TIME THE MATERIAL WILL BE ON SITE AND THE MANNER OF ITS PROPOSED USE. 17. LOCATION OF CONCRETE WASHOUT AND HAZARDOUS MATERIALS STORAGE SHALL BE DETERMINED PRIOR TO START OF CONSTRUCTION. THE SWPPP WILL BE UPDATED AND LOCATIONS ADDED AT THAT TIME. 18. TEMPORARY OR PERMANENT STABILIZATION SHALL BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION AND SHALL BE COMPLETED NOT LATER THAN SEVEN DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. INITIATED IMMEDIATELY MEANS TAKING AN ACTION TO COMMENCE STABILIZATION AS SOON AS PRACTICABLE, BUT NO LATER THAN THE END OF THE WORK DAY, FOLLOWING THE DAY WHEN THE EARTH -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. INITIATED STABILIZATION IS DEFINED AS COMPLETING ONE (OR MORE) OF THE FOLLOWING: SOIL PREPARATION FOR VEGETATION, MULCHING (OR OTHER NON -VEGETATIVE BMP), SEEDING/PLAITING, OR SCHEDULING STABILIZATION MEASURES TO BE FULLY INSTALLED AND COMPLETED WITHIN THE 7 DAY TIMEFRAME. 19. THE CONTRACTOR SHALL PROVIDE AND INSTALL A SWPPP MAILBOX (INCIDENTAL). 20.BASED UPON THE NRCS WRIGHT COUNTY SOIL SURVEY, THE MAPPED ONSITE SOILS ARE FINE SANDS AND SANDY LOAMS BELONGING TO THE ELK RIVER-MOSFORD COMPLEX. 21.THE TEMPORARY EROSION AND SEDIMENT CONTROL BMPS IN THIS SWPPP HAVE BEEN DESIGNED TO MINIMIZE THE POTENTIAL OF SEDIMENTS DISCHARGING OFF-STTE FROM A 0.5 INCH RAINFALL WITHIN A 24 HOUR PERIOD. THE NQAA ATLAS 14 POINT PRECIPITATION FREQUENCY ESTIMATE FOR THE PROJECT LOCATION WAS REVIEWED AND USED FOR ANTICIPATED INSPECTION FREQUENCY, BMP DESIGN, AND ESTIMATING CONSTRUCTION ACTIVITIES IN THIS SWPPP. ATOS 14 RESULTS DO NOT NECESSARILY REFLECT ANY DESIGN CRITERIA IN THE PERMANENT STORMWATER MANAGEMENT SYSTEM. 22.THE PRESERVED AREAS OF EXISTING VEGETATION WILL BE IDENTIFIED ON THE PLAN SHEETS AS "DO NOT DISTURB AREA". LTEMPORARY EROSION BLANKET SHALL BE BIODEGRADABLE DOULBE-NET STRAW (NORTH AMERICAN GREEN S150 OR APPROVED EQUAL) AND EROSION MATS SHALL HAVE A MINIMUM FUNCTIONAL LONGEVITY OF 10 MONTHS. 2.EROSION BLANKET PLACED ON SLOPES 3:1 OR GREATER SHALL BE ROLLED DOWN SLOPE AND WITH 4" MINIMUM LAP AND STAPLED AT 1' O.C. 3.CONSTRUCT A 6"X12" ANCHOR TRENCH 3' BEYOND CREST AND TOE OF SLOPE. STAPLE EROSION BLANKET IN TRENCH AT 1' O.C. MnDOT 2573 •Civil Engineering Land Planning 1800 Pioneer Creek Center, MACHINE SLICED OR - GL1ar ian PREASSEMBLED GRADING & SWPPP NOTES MIN. 2 1/2' `ABOVE GROUND OPTION ENGINEERING S E R VI C E S, IN C. AS APPROVED BY under my and I am a duly licensed Professional Engineer Professional under the ows �f the State of Minnesota. % THE CITY ENGINEER. GUARDIAN ANGELS SENIOR SERVICES 114 6"X6" EARTH FILL 16-017 f FENCE 763-479-4242 MATERIAL 6" APRON SHEET N 0. C 12 5' POSTS - 8' MAX.. ON CENTER REVISIONS MINIMUM 2' PENETRATION E -Mail: meampionOeampioneng.eom REF. MnDOT 3886 SILT FENCE NO SCALE E0 p6 c APPROVED CSYY �� STANDARD PLATE N0. REVISED 5 -10 -OJ 501 x @9ENNfuSaSA CALL 48 HOURS BEFORE DIGGING: GOPHER STATE ONE CALL TWIN CITY AREA 651-454-0002 MN. TOLL FREE 1-800-252-1166 GENERAL NOTES 1. CONSTRUCTION SHALL COMPLY WITH ALL APPLICABLE GOVERNING CODES. 2. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NECESSARY TO AVOID PROPERTY DAMAGE TO ADJACENT PROPERTIES DURING THE CONSTRUCTION PHASES OF THIS PROJECT. THE CONTRACTOR WILL BE HELD SOLELY RESPONSIBLE FOR ANY DAMAGES TO THE ADJACENT PROPERTIES OCCURRING DURING THE CONSTRUCTION PHASES OF THIS PROJECT. 3. THE CONTRACTOR MUST CONTACT ALL APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF EXISTING UTILITIES. R SHALL BE THE RESPOSIBILRY OF THE CONTRACTOR TO RELOCATE ALL UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL (1-800-252-1166). 4. THE CONTRACTOR SHALL MARK THE LOCATIONS OF EXISTING GATE VALVES AND MANHOLES WITH STEEL FENCE POSTS PRIOR TO BEGINNING GRADING. 5. SAFETY NOTICE TO CONTRACTORS: IN ACCORDANCE WITH GENERALLY ACCEPTED CONSTRUCTION PRACTICES, THE CONTRACTOR WILL BE SOLELY AND COMPLETELY RESPONSIBLE FOR CONDITIONS ON THE JOB SITE, INCLUDING SAFETY OF ALL PERSONS AND PROPERTY DURING PERFORMANCE OF THE WORK. THIS REQUIREMENT WILL APPLY CONTINUOUSLY AND NOT BE LIMITED TO NORMAL WORKING HOURS. THE DUTY OF THE ENGINEER OR THE DEVELOPER TO CONDUCT CONSTRUCTION REVIEW OF THE CONTRACTOR'S PERFORMANCE IS NOT INTENDED TO INCLUDE REVIEW OF THE ADEQUACY OF THE CONTRACTOR'S SAFETY MEASURES IN, ON OR NEAR THE CONSTRUCTION SITE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROVIDING AND MAINTAINING TRAFFIC CONTROL DEVICES SUCH AS BARRICADES, WARNING SIGNS, DIRECTIONAL SIGNS, FLAGMEN AND LIGHTS TO CONTROL THE MOVEMENT OF TRAFFIC WHERE NECESSARY. TRAFFIC CONTROL DEVICES SHALL CONFORM TO APPROPRIATE MINNESOTA DEPARTMENT OF TRANSPORTATION STANDARDS. 7, THE CONTRACTOR SHALL RESTRICT ALL GRADING AND CONSTRUCTION ACTIVITIES TO AREAS DESIGNATED ON THE PLANS. ACTIVITIES PROHIBITED OUTSIDE THE CONSTRUCTION BOUNDARIES INCLUDE, BUT ARE NOT LIMITED TO: STOCKPILING SOILS AND OTHER MATERIAL, STORING EQUIPMENT OR OTHER MACHINERY, DRIVING VEHICLES, LEAKING OR SPILLING OF ANY "WASHOUT" OR OTHER TOXIC MATERIALS. 8. ALL SOIL TESTING SHALL BE COMPLETED BY THE OWNER'S SOILS ENGINEER. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING ALL REQUIRED SOIL TESTES AND INSPECTIONS WITH THE SOILS ENGINEER. 9. PRIOR TO PLACEMENT OF ANY STRUCTURE OR PAVEMENT, A TEST ROLL WILL BE REQUIRED ON THE PARKING LOT SUBGRADE. THE CONTRACTOR SHALL PROVIDE A LOADED TANDEM AXLE TRUCK WITH A GROSS WEIGHT OF 25 TONS. THE TEST ROLLING SHALL BE AT THE DIRECTION OF THE SOILS ENGINEER AND SHALL BE COMPLETED IN AREAS AS DIRECTED BY THE SOILS ENGINEER. THE SOILS ENGINEER SHALL DETERMINE WHICH SECTIONS ARE UNSTABLE. CORRECTION OF THE SUBGRADE SOILS SHALL BE COMPLETED IN ACCORDANCE WITH THE REQUIREMENTS OF THE SOILS ENGINEER AND AS SPECIFIED. 10. THE EXISTING TOPSOIL ON THIS SITE VARIES IN DEPTH. T IS THE CONTRACTOR'S RESPONSIBILITY THAT ALL SURFACE VEGETATION AND ANY TOPSOIL OR OTHER LOOSE, SOFT OR OTHERWISE UNSUITABLE MATERIAL BE REMOVED FROM THE STREET, PARKING AREAS AND BUILDING PAD AREAS PRIOR TO PLACEMENT OF ANY EMBANKMENT IN ACCORDANCE WITH THE SOILS REPORT AND RECOMMENDATION OF THE SOILS ENGINEER. 11. EMBANKMENT MATERIAL NOT PLACED IN THE PARKING LOT OR BUILDING PAD AREAS SHALL BE COMPACTED IN ACCORDANCE WITH THE REQUIREMENTS OF THE QUALITY COMPACTION METHOD AS OUTLINED IN MN/DOT 2105.72 OR AS DIRECTED BY THE SOILS ENGINEER. 12. EXCAVATION FOR THE PURPOSE OF REMOVING UNSTABLE OR UNSUITABLE SOILS SHALL BE COMPLETED AS REQUIRED BY THE SOILS ENGINEER. EMBANKMENT MATERIAL PLACED IN THE PARKING LOT SHALL BE COMPACTED IN ACCORDANCE WITH THE SPECIFIED DENSITY METHOD AS OUTLINED IN MN/DOT 2105.311. EMBANKMENT MATERIAL PLACED IN THE BUILDING PAD AREA SHAT BE COMPACTED IN ACCORDANCE WITH THE SOILS REPORT. 13. TOLERANCES: a.ALL AREAS SHALL BE GRADED TO WITHIN 0.20 FOOT ABOVE OR BELOW THE REQUIRED ELEVATION, UNLESS DIRECTED BY THE ENGINEER. b.TOPSOIL SHALL BE GRADED TO PLUS OR MINUS H INCH OF THE SPECIFIED THICKNESS. 14. ALL DISTURBED UNSURFACED AREAS ARE TO IMMEDIATELY RECEIVE FOUR INCHES OF TOPSOIL, SEED AND MULCH AND BE WATERED UNTIL A HEALTHY STAND OF GRASS IS OBTAINED. 15. SPOT ELEVATIONS SHOWN INDICATE FINISHED GRADE ELEVATION UNLESS OTHERWISE NOTED. 16. PROPOSED CONTOURS ARE TO FINISHED SURFACE GRADE. THE CONTRACTOR IS SPECIFICALLY CAUTIONED THAT THE LOCATION AND/OR ELEVATION OF EXISTING UTILITIES AS SHOWN ON THESE PLANS IS BASED ON RECORDS OF THE VARIOUS UTILITY COMPANIES AND, WHERE POSSIBLE, MEASUREMENTS TAKEN IN THE FIELD. THE INFORMATION IS NOT TO BE RELIED ON AS BEING EXACT OR COMPLETE. THE CONTRACTOR MUST CONTACT ALL THE APPROPRIATE UTILITY COMPANIES AT LEAST 48 HOURS BEFORE ANY EXCAVATION TO REQUEST EXACT FIELD LOCATION OF UTILITIES. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO RELOCATE ALL EXISTING UTILITIES WHICH CONFLICT WITH THE PROPOSED IMPROVEMENTS SHOWN ON THE PLANS. THE LOCATIONS OF SMALL UTILITIES SHALL BE OBTAINED BY THE CONTRACTOR BY CALLING GOPHER STATE ONE CALL AT 800-252-1166 OR 651-454-0002. EROSION/SILTATION CONTROL 1. ALL EROSION CONTROL AND SILTATION CONTROL WILL COMPLY WITH MINNESOTA'S BEST MANAGEMENT PRACTICES MANUAL AND REGULATIONS OF THE CITY. 2.THE CONTRACTOR SHALT. BE FAMILIAR WITH AND FOLLOW ALL REQUIREMENTS OF THE MPCA NPDES PHASE 11 PERMIT FOR CONSTRUCTION ACTIVITIES INCLUDING BUT NOT LIMITED TO: WEEKLY EROSION CONTROL INSPECTIONS, INSPECTION AFTER 0.5" RAINFALL OR MORE AND DOCUMENTATION OF ALL CORRECTIVE MEASURES. BY BEGINNING CONSTRUCTION, THE CONTRACTOR ACKNOWLEDGES THE TERMS OF THIS PERMIT AND AGREES TO ABIDE BY THEM. 3.7HE CONTRACTOR SHALL PERFORM ANY CORRECTIVE MEASURES ORDERED BY THE CITY OR THE MPCA WITHIN 24 HOURS OF NOTIFICATION. ALSO, ADDITIONAL EROSION CONTROL MEASURES DEEMED NECESSARY BY EITHER THE CITY OR THE MPGA SHALL BE INSTALLED WITHIN 24 HOURS OF NOTIFICATION. 4.ANY DEPOSITING OF SILT OR MUD ON NEW OR EXISTING PAVEMENT, IN TEMPORARY SEDIMENTATION BASINS, OR IN EXISTING STORM SEWERS OR SWALE'S SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED. REMOVAL FROM EXISTING PAVEMENTS SHALL BE ACCOMPLISHED BY SWEEPING. S.THE CONTRACTOR SHALL ASSUME COMPLETE RESPONSIBILITY FOR CONTROLLING ALL SILTATION INCLUDING BUT NOT LIMITED TO ROCK ENTRANCES AND/OR SILT FENCES. CONTROL SHALL COMMENCE WITH GRADING AND CONTINUE THROUGHOUT THE PROJECT UNTIL ACCEPTANCE OF THE WORK BY THE OWNER. THE CONTRACTOR'S RESPONSIBILITY INCLUDES ALL DESIGN AND IMPLEMENTATION AS REQUIRED TO PREVENT EROSION AND THE DEPOSITING OF SILT. THE OWNER MAY, AT HIS/HER OPTION DIRECT THE CONTRACTOR IN HIS/HER METHODS AS DEEMED FT TO PROTECT PROPERTY AND IMPROVEMENTS. 6. ANY DEPOSITING OF SILT IN SWALES SHALL BE REMOVED AFTER EACH RAIN AND AFFECTED AREAS CLEANED TO THE SATISFACTION OF THE OWNER, ALL AT THE EXPENSE OF THE CONTRACTOR. THE SILT FENCES SHALL BE REMOVED AND THE SILT REMOVED FROM THE PONDING AREAS BY THE CONTRACTOR AFTER THE TURF IS ESTABLISHED. 7.THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLIANCE WITH AND THE MONITORING REQUIREMENTS OF THE MPCA PERMIT. BALL DISTURBED AREAS, EXCEPT ROADWAYS, BUILDING AREAS, PARKING AREAS, ISLANDS AND SIDEWALK, SHALL BE RESTORED WITH A MINIMUM 4 INCHES TOPSOIL, SEEDED AND MULCHED (TYPE 1). SEEDING SHALL BE IN ACCORDANCE WITH MNDOT SPECIFICATION 2575, SEED MIX 22-111 O 40 LBS/ACRE (OR APPROVED EQUAL). DORMANT SEEDING AREAS SHALL BE SEEDED AND MULCHED IN ACCORDANCE WITH MNDOT SPECIFICATIONS, STRAW MULCHING QUANTITY SHALL BE TWO TONS PER ACRE, FERTILIZER (10-10-20) SHALL BE APPLIED AT A RATE OF 200 POUNDS PER ACRE (CAN BE OMITTED IN LANDSCAPED AREAS IF LANDSCAPED SEEDING IS DONE CONCURRENTLY). MNDDT SEED MIX 21-113 APPLIED AT A RATE OF 110 LBS/ACRE SHALT. BE USED FOR TEMPORARY SEEDING IF NEEDED. 9.CONSTRUCTION SHALL PROCEED IN THE FOLLOWING SEQUENCE: a.CONTRACTOR SHALL SCHEDULE A PRE -CONSTRUCTION MEETING WITH THE CITY. b.INSTALL EROSION CONTROL MEASURES AND ROCK CONSTRUCTION ENTRANCE. c.CONTACT CITY FOR APPROVAL OF EROSION CONTROL INSTALLATION. &CONSTRUCT TEMPORARY DRAINAGE DITCHES/SWALES/STORM SEWER TO DIVERT SURFACE RUNOFF TO TEMPORARY SEDIMENTATION PONDS. e. MAINTAIN EROSION MEASURE, I.E. SILT FENCE, ROCK CONSTRUCTION ENTRANCE. I. MAINTAIN ALL SEDIMENTATION PONDS. COMPLETE SITE GRADING TOLERANCING. g.INSTALL SEED AND MULCH ON AREAS THAT ARE NOT TO BE HARD SURFACES. 10. SLOPE PROTECTION AND EROSION CONTROL SHALT. BE DONE IN ACCORDANCE WITH SECTION 02370 SLOPE PROTECTION, EROSION CONTROL AND STORM WATER POLLUTION PREVENTION PLAN OF THE PROJECT MANUAL 11. ALL STORM SEWER INLETS AND FLARED END SECTIONS SHALL BE ADEQUATELY PROTECTED BEFORE AND AFTER PAVEMENT CONSTRUCTION UNTIL ALL DISTURBED AREAS ARE STABILIZED. CONTRACTOR SHALL PLACE MIRAFI FABRIC AND GRAVEL OVER ALL CATCH BASIN GRATE INLETS UNTIL PAVING SURFACES ARE PAVED AND THE LANDSCAPING IS COMPLETED. 12. STOCKPILE AREAS WHICH REMAIN ON THE SITE FOR MORE THAN SEVEN DAYS SHALL BE SEEDED, MULCHED, AND SURROUNDED BY SILT FENCE. 13. TEMPORARY AND PERMANENT SEDIMENTATION PONDS, AT LOCATION SELECTED BY OWNER, SHALL BE CONSTRUCTED WITH THE INITIAL GRADING. THE SEDIMENT MUST BE REMOVED FROM THE PONDS, AS NECESSARY, PRIOR TO COMPLETION OF THE PROJECT. 14. BIO LOGS SHALL BE INSTALLED AT PIPE INLETS AND OUTLETS UNTIL RIPRAP IS INSTALLED. PERMANENT ENERGY DISSIPATERS SHALL BE INSTALLED WITHIN 24 HOURS OF CONNECTION TO A SURFACE WATER. 15. EROSION AND SEDIMENT CONTROL PRACTICES MUST REMAIN IN PLACE UNTIL THE SITE SOILS HAVE BEEN PERMANENTLY STABILIZED AND SHALL BE REMOVED WITHIN 30 DAYS THEREAFTER. 16. ALL STOCKPILES OF SOIL OR OTHER MATERIALS SUBJECT TO EROSION BY WIND OR WATER SHALL BE COVERED, VEGETATED, ENCLOSED, FENCED ON THE DOWN GRADIENT SIDE OR OTHERWISE EFFECTIVELY PROTECTED FROM EROSION IN ACCORDANCE WITH THE AMOUNT OF TIME THE MATERIAL WILL BE ON SITE AND THE MANNER OF ITS PROPOSED USE. 17. LOCATION OF CONCRETE WASHOUT AND HAZARDOUS MATERIALS STORAGE SHALL BE DETERMINED PRIOR TO START OF CONSTRUCTION. THE SWPPP WILL BE UPDATED AND LOCATIONS ADDED AT THAT TIME. 18. TEMPORARY OR PERMANENT STABILIZATION SHALL BE INITIATED IMMEDIATELY TO LIMIT SOIL EROSION AND SHALL BE COMPLETED NOT LATER THAN SEVEN DAYS AFTER THE CONSTRUCTION ACTIVITY IN THAT PORTION OF THE SITE HAS TEMPORARILY OR PERMANENTLY CEASED. INITIATED IMMEDIATELY MEANS TAKING AN ACTION TO COMMENCE STABILIZATION AS SOON AS PRACTICABLE, BUT NO LATER THAN THE END OF THE WORK DAY, FOLLOWING THE DAY WHEN THE EARTH -DISTURBING ACTIVITIES HAVE TEMPORARILY OR PERMANENTLY CEASED. INITIATED STABILIZATION IS DEFINED AS COMPLETING ONE (OR MORE) OF THE FOLLOWING: SOIL PREPARATION FOR VEGETATION, MULCHING (OR OTHER NON -VEGETATIVE BMP), SEEDING/PLAITING, OR SCHEDULING STABILIZATION MEASURES TO BE FULLY INSTALLED AND COMPLETED WITHIN THE 7 DAY TIMEFRAME. 19. THE CONTRACTOR SHALL PROVIDE AND INSTALL A SWPPP MAILBOX (INCIDENTAL). 20.BASED UPON THE NRCS WRIGHT COUNTY SOIL SURVEY, THE MAPPED ONSITE SOILS ARE FINE SANDS AND SANDY LOAMS BELONGING TO THE ELK RIVER-MOSFORD COMPLEX. 21.THE TEMPORARY EROSION AND SEDIMENT CONTROL BMPS IN THIS SWPPP HAVE BEEN DESIGNED TO MINIMIZE THE POTENTIAL OF SEDIMENTS DISCHARGING OFF-STTE FROM A 0.5 INCH RAINFALL WITHIN A 24 HOUR PERIOD. THE NQAA ATLAS 14 POINT PRECIPITATION FREQUENCY ESTIMATE FOR THE PROJECT LOCATION WAS REVIEWED AND USED FOR ANTICIPATED INSPECTION FREQUENCY, BMP DESIGN, AND ESTIMATING CONSTRUCTION ACTIVITIES IN THIS SWPPP. ATOS 14 RESULTS DO NOT NECESSARILY REFLECT ANY DESIGN CRITERIA IN THE PERMANENT STORMWATER MANAGEMENT SYSTEM. 22.THE PRESERVED AREAS OF EXISTING VEGETATION WILL BE IDENTIFIED ON THE PLAN SHEETS AS "DO NOT DISTURB AREA". LTEMPORARY EROSION BLANKET SHALL BE BIODEGRADABLE DOULBE-NET STRAW (NORTH AMERICAN GREEN S150 OR APPROVED EQUAL) AND EROSION MATS SHALL HAVE A MINIMUM FUNCTIONAL LONGEVITY OF 10 MONTHS. 2.EROSION BLANKET PLACED ON SLOPES 3:1 OR GREATER SHALL BE ROLLED DOWN SLOPE AND WITH 4" MINIMUM LAP AND STAPLED AT 1' O.C. 3.CONSTRUCT A 6"X12" ANCHOR TRENCH 3' BEYOND CREST AND TOE OF SLOPE. STAPLE EROSION BLANKET IN TRENCH AT 1' O.C. CAMPION •Civil Engineering Land Planning 1800 Pioneer Creek Center, ' "e'eor """y """ `me pwn, epecmcanon or or report has been prepared by that that direct sed GL1ar ian RI VERVI EW LANDING GRADING & SWPPP NOTES PROJECT N0: ENGINEERING S E R VI C E S, IN C. P.O. Box 249 Maple Plain, MN 55359 Phone: 7 in. MN -5172 under my and I am a duly licensed Professional Engineer Professional under the ows �f the State of Minnesota. e 1 GUARDIAN ANGELS SENIOR SERVICES 16-017 fi�Pox: 763-479-4242 r 02/20/2017,-r•: OTSEGO, MN SHEET N 0. C 12 DATE: REVISIONS E -Mail: meampionOeampioneng.eom Martin P. am plan -Lie. 19901 Date: 02/20/2017 LANDSCAPE PLAN 1.1 = 50'-0" 0' 25' 50' 100' PLANT LIST: Site Plantings QTY. KEY BOTANICAL NAME COMMON NAME SIZE/ROOT TREES 4 SM Acer x fraemanii'SI-na' Sienna Glen Maple 2" B&B it CH Collis occidentalis Common Hackberry 2' B&B 10 BO Quercus macrocarpa Bur Oak 2' B&B 1 BS Picea glauca densata Black Hills Spruce 6'-8' B&B 9 NP Pinus resmosa Norway Pine 3'-4' B&B 1 PD Comus allemifolia Pagoda Dogwood 1.5° B&B 4 PC Malus'Praimifire' - Pron.fire Crabapple 1.5' B&B 3 KL Syringe meyeri'Palibin' Dwarf Korean Lilac, tree form 1.5' B&B 11 JL Syn,ga reticulata Japanese Tree Lilac 1.5' B&B SHRUBS 13 DE Euonymus alatus'Compactus' Dwarf Winged Euponymus 5 Gal. Pot 6 AH Hydrangea arborescens'Annabelle' Annabelle Hydrangea 5 Gal. Pot 10 CR Rugose rose'Carefree Wonder Carefree Wonder Shrub Rose 2 Gal. Pot 5 GM Spireea x bumalda'Goldmcund' Goldmound Spire. 2Gal. Pot 5 PL Synnga vulgads'Prairie Petite Prairie Petite Lilac 2 Gal. Pot 6 HJ Juniperus hanzontalis'Hughes' Hughes Juniper 5 Gal. Pot 33 SJ Junipems sab na'Scandia Scandia Juniper 5 Gal. Pot PERENNIALS & ORNAMENTAL GRASSES 73 KG Calamagrostis acinflora'Kad Forester Karl Forester Feather Reed Grass 3 Gal. Pot 40 D Hemerocallis, so. Mix species but group similar colors together 1 Gal. Pot 12 H Hosts, so. Mix species for interest and space available 1 Gal. Pot SEED Not. Gresses&WWII— Specific mixture to be designed prior to installation Lawn areas: Drought tollerent turf lawn seed SOD Kentucky blue grass blend, no peat sod allowed PLANTING NOTES: Contractor shall provide one year guarantee of all plant materials. The guarantee begins on the date of the Owner's written acceptance of the initial planting. Replacement plant materials shall also have a one year guarantee commencing upon planting. All plants to be northem-grown and hardy. Plants to be installed as per standard AAN planting practices. Use minimum 12" loam planting soil on trees and 6" on shrubs. Contractor shall verify locations with all utililies prior to installation of plants. All landscaping, rain garden, and seed and sod areas shall be irrigated with an underground sprinkler. Staking of trees optional; reposition if not plumb after one year. Wrap all smooth -barked trees -fasten top and bottom. Remove by April 1. Open top of burlap on BB materials; remove pot on potted plants; split and break apart peat pots. Prune plants as necessary- per standard nursery practice. Owner shall be responsible for maintenance after acceptance of the work by the Owner. Plants shall be immediately planted upon arrival at site. Properly heel -in materials if necessary. All disturbed areas to be sodded unless otherwise noted. Sod shall be northern grown and hardy. Planting beds for shrubs shall have (4 oz. min.) weed barrier fabric, 4" - 5" of 1-1/2" washed River Rock mulch and 4" vertical (commercial grade) black poly edging. The edging shall be placed and staked with smooth curves. Double shredded dark brown hardwood mulch 4" deep shall be provided around all new trees. Retaining walls are not the responsibility of the Landscape Architect. Contact the Project Engineer for details, locations, materials, and specifications for all retaining walls. Construction and soil types to be determined by the site Engineer. BRODSHO CONSULTING Landscape Architecture Site Planning 698 NORTHBRIDGE COURT EAGAN, MN 55123 PHONE: 651-688-8023 FAX: 651-456-5748 I hereby certify that. this plan was prepared by me or under my direct supervision and that I am a duly licensed Landscape Architect under the laws of the State of Minnesota. Debra Brodsho REG. NO. 23849 DATE POPE ARCHITECTS 1295 BANDANA BLVD N, SUITE 200 ST. PAUL, MN 55108-2735 (651)642-9200 1 FAX(651)642-1101 www.popearch.com Guardian ®Angels SENIOR SERVICES GUARDIAN ANGELS RIVERVIEW LANDING NEW CONSTRUCTION OTSEGO, MN LANDSCAPE PLAN rr 1 k 37162-16121 In, I ; _ Author ei Checker SHEET [81 VINYL WINDOW ASHPALT SHINGLE PREFINISED MET/ RAILING SYSTEM PREFINISHED COP SUNSCREEN, TYP VINYL WINDOWS, T EAST ELEVATION 1/16" = V-0" 0 8- 16' 32' z WEST ELEVATION A3 � 1/16" = 1'-0" SITE AND BUILDING PLAN REVIEW Guardian Angels Senior Community - ... Riverview Landing OTSEGO, MINNESOTA 02-21-2017 1 COMM# 37162-16121 0' 8' 16' 32' HCU Mt I HL DING I HED METAL NO SOFFIT TIVE BRACKET, TYP IG COLOR #2 :TURED STONE SILL TURED STONE SILL :K Guardian A n g eIS SENIOR COMMUNITY RIVERVIEW LANDING TI � II I Ih i II II! 77.1 MI `iI—I IIII—II I F7 -II IIiI IIJ.�.Djf � — 1— III� I I ['u!!�ijjjj1 1; _LL I_�I _ F7 I AII■■1 �� -J I �I -�� ;;=-I-I I I ADI ��■��F - fl�mil �I li .moi i7-7 i- mum. me LL__i_1L_ mmmal, I1 _- TI � II I Ih i II II! 77.1 FSE ARCHITCCTS fI_- \ll — -- 1- 1711- 1 II LL__i_1L_ I1 _- _-_ !::ca I I -II it \ - INS !I —J! _ i— �. I _3 __ __ I ■I I I II I _I® I� - ®� ®® �o - I. ■® 0s els n _ ` -� � ��' II� �� _ -_.-_ - FSE ARCHITCCTS Assisted Living Memory Care Common Space Administrative Space Circulation Support Parking 0' B' 16' 32' FIRST FLOOR PLAN 46,214 SF SITE AND BUILDING PLAN REVIEW Guardian Angels Senior Community - ...Riverview landing OTSEGO, MINNESOTA 02-21-20171 COMM# 37162-16121 NG 1NITY AMEN(TY) ego") Guardian Angels SENIOR COMMUNITY RIVERVIEW LANDING Assisted Living Memory Care Common Space Administrative Space Circulation Support Parking 0' 8' 16' 32' THIRD FLOOR PLAN 39,769 SF SITE AND BUILDING PLAN REVIEW Guardian Angels Senior Community - Riverview landing OTSEGO, MINNESOTA 02-21-2017 1 COMM# 37162-16121 e Guardian 0 "t"Angels SENIOR COMMUNITY RIVERVIEW LANDING Assisted Living Memory Care Common Space Administrative Space Circulation Support Parking 0. B' 16' 3:' FOURTH FLOOR PLAN 39,769 SF SITE AND BUILDING PLAN REVIEW Guardian Angels Senior Community - Riverview landing OTSEGO, MINNESOTA 02-21-2017 1 COMM# 37162-16121 Guardian A n g els SENIOR COMMUNITY RIVERVIEW LANDING GUARDIAN ANGELS RIVERVIEW LANDING KNOW ALL PERSONS BY THESE PRESENTS: That 521 Land Company, LLC, a Minnesota limited liability company, fee owner of the following described property situated in the County of Wright, State of Minnesota, to wit: Lot 1, Block 1 and Outlot A. OTSEGO WATERFRONT EAST THIRD ADDITION, Wright County, Minnesota. Has caused the same to be surveyed and plotted as GUARDIAN ANGELS RIVERVIEW LANDING, and does hereby dedicate to the public for public use the drainage and utility easements as created by this plat. In witness whereof said 521 Land Company, LLC a Minnesota limited liability company has caused these presents to be signed by its proper officer this day of 1 20-- 521 Land Company, LLC. By: Dan Dixon STATE OF MINNESOTA COUNTY OF This instrument was acknowledged before me this LLC„ a Minnesota limited liability company. its President. day of , 20_, by Dan Dixon, President of 521 Land Company, (Signature) (Name Printed) Notary Public, County, Minnesota, My Commission expires 1, Jeffrey R. Rausch, do hereby certify that this plat was prepared by me or under my direct supervision; that I am a duly Licensed Land Surveyor in the State of Minnesota; that this plat is a correct representation of the boundary survey; that all mathematical data and labels are correctly designated on this plot; that all monuments depicted on this plot have been, or will be correctly set within one year; that all water boundaries and wet lands, as defined in Minnesota Statutes, Section 505.01, Subd. 3, as of the date of this certificate are shown and labeled on this plat; and all public ways are shown and labeled on this plat. Dated this day of 20 Jeffrey R. Rausch, Licensed Land Surveyor Minnesota License No. 24329, STATE OF MINNESOTA COUNTY OF MEEKER The foregoing Surveyor's Certificate was acknowledged before me this Surveyor, Minnesota License No. 24329. Wendy S. Rausch Notary Public, Meeker County, Minnesota, My commission expires January 31, 2020. PELLINEN LAND SURVEYING, INC HUTCHINSON. MINNESOTA CITY COUNCIL, CITY OF OTSEGO, MINNESOTA This plat of GUARDIAN ANGELS RIVERVIEW LANDING was approved and accepted by the City Council of the City of Otsego, Minnesota; of a regular meeting thereof held this day of 20_, and said plat is in compliance with the provisions of Minnesota Statutes, Section 505.03, Subd. 2. By Mayor, Attest; City Clerk, WRIGHT COUNTY SURVEYOR 1 hereby certify that in accordance with Minnesota Statutes, Section 505.021, Subd. 11, this plat has been reviewed and approved this day of . 20_. Wright County Surveyor WRIGHT COUNTY AUDITOR Pursuant to Minnesota Statutes, Section 272.12, there are no delinquent taxes on the land hereinbefore described on this plat and transfer entered this day of . 20_.__.. Wright County Auditor By: _ Deputy WRIGHT COUNTY TREASURER Pursuant to Minnesota Statutes, Section 505.021, Subd. 9, taxes payable for the year 20_ on the land hereinbefore described hove been paid this day of , 20_. Wright County Treasurer By: _ Deputy WRIGHT COUNTY RECORDER I hereby certify that this instrument was flied in the office of the County Recorder for record on this day of , 20— at o'clock —M. and was duly recorded in Cabinet No. , Sleeve as Document No. day of , 20— by Jeffrey R. Rausch, Land Wright County Recorder L L.I 1 1lH V `HFI- I\ Z �- 0 25 0 Scale In feet 1 Inch 50 feet SEARING ORIENTATION: The most easterly tine of Outlot A, OTSEGO WATERFRONT EAST THIRD ADDITION Is assumed to bear S11°47113"E. GUARDIAN ANGELS RIVERVIEW LANDING / 4 /11o� • Denotes Iron monument found1 t 1 �p,rY p Denotes 1/2 inch by 14 inch Iron pipe set \ 20 marked by Uceroe No. 24328.` f ---o--- Denotes controlled access K \ TAn t_2{) 4 0`20\ $ AB � �•'� .: A'L'LY, ; � � 10 `^ qVVIA meat T(` F7" o , 52 . / „7 `' ,eyi and 1•�,FontONy1 , ?,x06 ?. pe< /N2g 20 �8`, a/A 5 r'�ye1"a 3eoz0em •di CA 0 Oat A m pete6111ne 06 1 p M 417. l Slt°47't8'E _ �'.... d ,itNiH easement 1 0,1roge an 1 \ M 1 � 1 �rr 1 1 N 1 11 BLOCK 1 11 1 1 20 LOT 1 eoee - Drat O'15EG0 Aj1DOtttON� — ." i per 51{1Ro ; �1 0 s1 \ 2o- %"Do2B"S N�57'3M^lj'1.. ""r ('I 7 - i 1 N n m ..i 9'1.86 ✓y/`' ' Q �'t. @�Aa`�0 1 tH �•`' `' K 4,t I -�+.e� ^o_�:a��•3�t0�`._; }r••1' �ei1 �� S00•O7'04_�E 106.47 •.�•t� soe EQ��yp\ \ oot'�.p�/ oNm°o �dfiyti bel '`°�o'' \\ � 5•-� .. d2cA oad ��GN � r-__5.� Yt `�h',\ �`'kt� .� ytt� ay/ '�A ��, _ "�• ,°,,aa�gcA�PoaOm �y,;3Z oo`L �,',�1•�� swyJ e o��r�� /�, o�bo a�/ �� .a A' •�� 011800 500'50'54"E '�' m PS / { x.60 oi'h *S�y \ \ \�• Usti , � o� 30._ I'D 1/,2 77,, Ifo Pop. , op. Ny1591 I�IjO��\� ,.t% OUTLOT A \ N,S.P, Easement (per Doo. No. 255143) pT`a6t5to i / pec LOT' 1 1 5 BLOCK 1 NIS CIR .f PELLINEN LAND SURVE)ING. INC Ct `ii HUTOHINSON. MINNESOTA N00.36'34"E 107.40 \i ytl 9a ),i ��'Ys `60.00 Lal s2si 1tr PA.�21"E Chy 1 o lO yoynP' '� ��.•" ;� \k+�2tt ,N �•d, cb 0 OUTLOT B F_-• maq Drainage and utility eaeement )t-'-: N0ow1'oa'W 108.74 ------ HOUTLOT OUTLOT C J �Z i7• r- t'- <Y �1- �7 cn maq Drainage and utility eaeement p6E°n snt _ and ullH t� v Q4J �` �" 5-82 ..•- 2 � � 40.5 6 01 �1� ��jad' (o>?,f1'4�^}t--•-^--- 'lo4.a7 D- .... SN50°5035,,.r{ A-4°40'58" L�79.69L' �m10 184.16 p �] 00 0A*10°4920" R=975.00 T\L��'t,l�l�{ f\� l. -1F. -------------------------- — { - 1 ,rTIoN r7 T TE r�-,�, °�� J t 1 y (-, r\. 7 )t-'-: N0ow1'oa'W 108.74 ------ HOUTLOT OUTLOT C �Z p6E°n snt _ and ullH t� v Q4J �` �" 5-82 ..•- 2 � � 40.5 6 01 �1� ��jad' (o>?,f1'4�^}t--•-^--- 'lo4.a7 D- .... SN50°5035,,.r{ A-4°40'58" L�79.69L' �m10 184.16 p �] 00 0A*10°4920" R=975.00 T\L��'t,l�l�{ f\� l. -1F. -------------------------- — { - 1 ,rTIoN r7 T TE r�-,�, °�� J t 1 y (-, r\. 7